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Permit CITY OF TIGARD MECHANICAL PERMIT - COMMUNITY DEVELOPMENT Permit #: MEC2010 -00648 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 12/14/2010 Parcel: 1 S 134AD06202 Jurisdiction: Tigard Site address: 10500 SW NIMBUS AVE T Project: Solid Rock Subdivision: Lot: 0 Project Description: Replace existing 4 ton RTU with 7.5 ton RTU and curb adaptor. Contractor: REITMEIER MECHANICAL Owner: ROBINSON, CONSTANCE A & 19570 SW 90TH CT ROBINSON, LYNN ET AL TUALATIN, OR 97062 BY KG INVESTMENT MGMT 10240 SW NIMBUS AVE #L3 PORTLAND, OR 97223 PHONE: 503 - 603 -0205 PHONE: FAX: 503 - 603 -0150 FEES Specifics: Description Date Amount Type of Use: COM Permit Fee 12/14/2010 $472.17 Class of Work: ALT Type of Const: Plan Review 12/14/2010 $118.04 Occupancy Grp: Occupancy Load: 12% State Surcharge - Mechanical 12/14/2010 $56.66 Stories: Project Valuation: $14,881.00 Fuel Air Handlers Fuel Types: Units < 10000 cfm: Gas Pressure: Units > 10000 cfm: Furnaces Boilers & Compressors Furnaces < 100K BTU: 0 -3 HP: Furnaces >= 100K BTU: 3 -15 HP: Floor Furnaces: 15 -30 HP: Unit Heaters: 30 -50 HP: Vents w/o Appliances: 50 or Greater HP: Air Conditioning: Heat Pump: Appliances Vent Fans: Vent Systems: Total $646.87 Hoods: Comm Incinerators: Required Items and Reports (Conditions) Woodstoves: Gas Fireplaces: Clothes Dryers: Other Mech Units: Gas Outlets: Other Desc: RTU, 7.5 ton Duct Work: Fire /Smoke Dampers: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Noti nter. Those rules are set forth in OAR 952- 001 -0010 through OAR 952 - 001 -0090. You may obtain a copy of the rules or dire questions to 0 y ca lin 03.232.1987 or 1.800.332.2344. Issu d By: J Perm ittee Signature: �.� Call 503.639.4175 by 7:00 a.m. for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Mechanical Permit ApplicRECEIVED FOR OFFICE USE ONLY City of Tigard (� Date/By: _ l �y '"" / et) y Permit No. :J' Q10� • ilh - ' 13125 SW Hall Blvd., Tigard, OR 97223 C 14 2010 '' `` Plan Revie . � ``r� Other Permit: Phone: 503.639.4171 Fax: 501598.1960 DateBy: IIIII 1 Z�� Inspection Line: 503.639.4175 CITY OF TIGARD T I cA1tD Date Ready/13y: Ju s: Pi See Page 2 for Internet: www.tigard-or.gov BUILDING DIVISION goV Notified/Method: Supplemental Information , .,,I f ` , ,; TYPE +,OF WORK ` ,�I ` ` ` ` a COMMERC SCH USE C HECK Mechanical permit fees* are based on the value of the work ❑ New construction ®Addition /alteration /replacement performed. Indicate the value (rounded to the nearest dolla0 of all ❑ Demolition ❑ Other: mechanical materials, equipment, labor, overhead, and profit. €€ d p r ;C OF { CONST R UCT I ON � U Value $ 514,881 00 u DENTIAL E IP /SYSTEMS FEES ❑ 1- and 2- family dwelling ® Commercial /industrial ❑ Accessory building " For special information use checklist. ❑ Multi- family ❑ Master builder ❑ Other: Description Qty. I Ea. Total ^ tr I t JOB SITE INFORMATION f LOCATION , -„ : „€ Heating /cooling Air conditioning Job site address: 10500 SW Nimbus Ave (requires site plan showing placement) 46.75 City /State /ZIP: Tigard, OR 97223 Furnace 100,000 BTU (ducts /vents) 46.75 Furnace 100,000+ BTU (ducts /vents) 54.91 Suite/bldg. /apt. no.: T Project name: Solit Rock Heat pump 61.06 Cross street/directions to job site: Duct work 23.32 Hydronic hot water system 23.32 Residential boiler (radiator or hydronic) 23.32 Unit heaters (fuel -type, not electric), in -wall, in -duct, suspended, etc. 46.75 Subdivision: Lot no.: Flue /vent for any of above 23.32 Other: 23.32 Tax map /parcel no.: Other fuel appliances DESCRIPTION OF WORK , / „ , „ €• r Water heater 23.32 Gas fireplace 33.39 Replace existing 4 ton rooftop unit with 7.5 ton unit and curb adaptor. Flue vent for water heater or gas Install new exposed ductwork. fireplace 23.32 Log lighter (gas) 23.32 Wood /pellet stove 33.39 Wood fireplace /insert 23.32 OP ERTY OWNER € °' i € a € € Chimney /liner /flue /vent 23.32 �® PR >:..a € � ' .« �,.. ®TENANT ,,.. �`' ., � 23.32 Name: Solid Rock Environmental exhaust and ventilation Range hood /other kitchen Address: 10500 SW Nimbus Ave equipment 33.39 City /State /ZIP: Tigard, OR 97223 Clothes dryer exhaust 33.39 Single -duct exhaust (bathrooms, Phone: ( ) Fax: ( ) toilet compartments, utility rooms) 23.32 2 x, ; E e ❑ APPLICANT ® . CONTACT PERSON Attic/crawlspace fans 23.32 E Attic/ 3 Other Business name: Reitmeier Mechanical Fuel piping Contact name: Matt Rogers 514.15 for first four; $4.03 for each additional Address: 19570 SW 90 Court Furnace, etc. Gas heat pump City /State /ZIP: Tualatin, OR 97062 Wall /suspended /unit heater Phone: (503) 603 -0205 Fax: : (503) 603 -0150 Water heater Fireplace E -mail: matt .rogers@reitmeiermechanical.com Range E ' CONTRACTOR'' Barbecue ���� ..i.. �� Mechanical Clothes dryer (gas) Business name: ReitmeierMechan Other: Address: 19570 SW 90 Court , NIECHANICALPE,RMIT FEES *4i City /State /ZIP: Tualatin, OR 97062 Subtotal Minimum permit fee ($90.00) Phone: (503) 603 -0205 Fax: (503) 603 -0150 Plan review (25% of permit fee) CCB lic.: 153770 State surcharge (12% of permit fee) TOTAL PERMIT FEE This permit application expires if a permit is not obtained within 180 Authorized signature: ��� ire., days after it has been accepted as complete. Print name: Matthew Rogers Date: 12/10/10 * Fee methodology set by Tri -County Building Industry Service Board I:\ Buildin4Permits \MEC- PermitApp.doc 10/01/09 440- 4617T(11/02 /COM/WEB) it Building Division Over -The- Counter (OTC) Mechanical Permit T61 G A R D Check List Description of Project: Re -C. • GENERAL INFORMATION Class of Work:* Floor Furnace: Evap. Coolers: Type of Use:* Unit Heaters: Vent Fans: Occupancy Group: Vents w/o Appl.: Vent Systems: Stories: Boilers, Comp, Heat Pump, A /C: Hoods: Fuel Types: 0 - 3 HP: Domestic Incinerator: ELC / GAS / NG / OIL / OTHER 3 -15 HP: Com. /Ind. Incinerator. Max Input: BTU: 15 - 30 HP: Repair Units: Fire Dampers: 30 - 50 HP: Wood Stoves: Gas Pressure: H / M / L >50 HP: Clothes Dryer: No. of Units: Air Handling Units: Other Units: Furnace <100k BTU: <_10,000 CFM: Gas Outlets: Furnace >_100k BTU: >10,000 CFM: E ) 75161'4 • Notes: • CY INSPECTIONS FEES DUE Post /beam mechanical $ 472 ; (7 Permit Fee Gas line $ . State Surcharge Mechanical rough -in $ (e, Plan Review Fee Fire damper $ Additional Permit Fee Duct work $ Additional Plan Review Fee Smoke detector $ Investigation Fee Investigation inspection $ Misc. Fee Misc. inspection $ Hourly Rate Fee Final inspection $ Hourly Rate State Surcharge $ (4 ,e.17 Total Fees Due OTHER PERMITS REQUIRED Building Electrical Plumbing Site Work *OPTIONS: TYPE OF USE: COM = commercial; CMS = commercial manufactured structure. CLASS OF WORK ACS = accessory; ADD = addition; ALT = alteration; FND = foundation; DEM = demo; FND = foundation; FPS = fire protection system; NEW = new OTR = other (use for fences, decks, retaining walls, signs, awnings or canopies); REP = repair. I:\Building\Forms \OTC - MEC.doc 09/22/06 M .23113-OCX0I ( o5a(\ Svc /J \ivs CONSULTING P 503.222.4453 V L M K E N G I N E E R S F 503.248.9263 E vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon RECEIVED W www•vlml<•com DEC 14 2010 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS for S CHOL L S CORPORATE CENTER BLDG T HVAC 10500 Nimbus Tigard, Oregon 97205 for REITMEIER MECHANICAL 19570 S.W. 90th Avenue Tualatin, OR 97062 A 4 4 �UCTUr•' EDPRQF '2jtb� � O y.. .2459PE t S�NC.spr IEXPIRES:6/30/20 Prepared By: Jason Sahlin P.E., S.E., LEED AP VLMK Job Number: 210483 December 12, 2010 Structural Engineering • Civil Engineering • Industrial Engineering • Planning • Studies / Evaluations • Entitlement Structural HVAC Calculations DC-1 SCHOLLS CORPORATE CENTER BLDG T HVAC 10500 Nimbus Tigard, Oregon 97205 VLMK JOB NO. 210483 STRUCTURAL CALCULATIONS FOR MECHANICAL PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Mechanical Unit Summary Letter Structural Details S-1 thru S-3 Structural Design Calculations C-1 thru C-5 Mechanical Unit Data Sheets R-1 thru R-5 G:Wcad2010121048312104B3 Design Crileria.doc Structural HVAC Calculations DC-2 DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load: Flat Roof Snow Load, Pf 25.0 psf Dead Loads: Roof Total Roof Load 12.0 psf Additional Loads Roof Mounted Mechanical Unit Plus Curb 694 lbs Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, I, I, = 1.0 Occupancy Category II Wind Exposure B Internal Pressure Coefficient GC0, _ +/- 0.18 Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 94.4% S1 = 34.0% Site Class D Spectral Response Coefficients Sds = 70.6% Shc = 39.0% Seismic Design Category D Component Anchorage Factors ap Rp Ip HVAC Equip 2.5 6.0 1.0 GlAcad2 01 0121 04 8 3\210483 Design Criteria.doc VLMKCONSULTING 503.222.4453 E N G I N E E R S 503.248.9263 vfmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vrww.vlmk.com December 128, 2010 Bob Cleveland Reitmeier Mechanical 19570 S.W. 90th Avenue Tualatin, OR 97062 Re: Scholls Coporate Center Bldg T HVAC Replacement 10500Nimbus Tigard, OR 97223 Dear Bob, As requested, we have reviewed the existing roof structure for the placement of a new mechanical unit to replace existing unit on the above mentioned building. The new unit weighs approximately 1089Ibs and will replace the existing 789lb unit. The building's primary roof structural system consists of Glu Lam beams, 4x16 purlins and 2x6 sub purlins. Based on the attached calculations, the existing roof structure is adequate to support the new HVAC unit. The new unit will be placed in existing unit locations on the roof approximately as shown per sheet S-1 with a new adapter curb. Please contact me with any questions. Sincerely, VLMK Consulting Engineers Jason C. Sahlin, P.E., S.E., LEED AP Principal Attachments: Plan, Calculations, and HVAC Cut Sheets Structural Engineering•Civil Engineering• Industrial Engineering•Planning•Studies/Evaluations•Entitlement G:\Acad201.0\21.0483\210483 VLMK Letter.Doc 12/10/2010 Print- Maps Bing Maps -� :,,, ti ,...ye ' :., . 10500 SW Nimbus Ave, Tigard, OR 97223-4310 Afcha ` $ea �ertan `.Au1 '_r�1 rii, HVAC Replacement i i.. I j le . ` . sN- 1 - j ) FREE! Use Bing 411 tc r find rcu ies, ,: !'c "�` f nil bl�sinesses $: more; 800-RING-411 f ' <rig Cr v ' 1 Ling cis_t`V=�a�G�J A�-; Y�r t. �t »,eee��� _.... swraJNa t •zvarrcmw; 7; V"4�IP % �t�Vii �2 '' 'r-,1-i7,4°”, _ ,p fM 5 l��i�1'f, Q},� J s 2 �'� r k t ++,« s Ya4'a4 :t Nf,A,�1rA'} )14 'i` ice, r r yy r �« ;;•,, 1 .4 7#..i"`r' „c f,,, wr' _.:.. 331�4+�� z + `. k. yr,yfi' [ tit $ A.` ',5',,;'''' 't •-le < *Ar ,'''''' ' .V • j t l' .' Y ti t 1 y(M1a 4: p� 'y'� r v ` n� vs X ( ,. , h pi-, + 94,, Yd 0 , .* ',''''' * $ 74-1 * ' -. f a.J C _r..%r' 4 as 1� tr 1 t, g, '',i, 11�'s, ? 9 w • a ty x "•`a "s ° i', cr�x r,!. ■c-”' r� +a �l PCT•-Y ,.�, ,,,,y� y� S• i4 # A ,v i 1 ) J '� , ..„ .. ,,,„ ,y+, r” u, Y 7 't+' - .,,',',,,,,p,,'U. y1 tr'��.�s, �d�t , t v g v y�l il ,,itir. .,,, - -„, -- , .. , - ., .i.x ,,,,,,-..t:.,-...tki., ','„ . �/1 www.bina.com/maps/print.asox?mkt=e... CONSULTING JobJ�-ALL-S 1�1L�Xt-r kvi,oL-- VLMK ENGINEERS client /��� 6 1 ' 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 JobNo./1h � Byc�LS P 503.222.4453 503.248.9263 © Date IW il_ Sheet No — 1-kwo u iiiod r- tZ, _i4 ice. U D 4 +� i o6cfr- �edk 2 ___. _ __ MIL GI* :1(6.1-1_11\11 ‘.1 / 54 Vo(1/LA AT ti-0.4 ' I ..,8. 1 ti41 4 ^ , ti 41 0 c)40(LI.15 edam kit) #6.„oki A ,, 1 ��' UNIT CASING NEW UNIT BASE AND SECURE ANCHOR TO . BASE RAIL UNIT WITH (4) #10 x 1/2" TEK SCREWS ��_.. mss,®. ._.... ..._._._._.......__... I. SECURE ANCHOR TO CURB WITH (4) #10 x 1/2" TEK 9 SCREWS, TYPICAL 16 GAUGE STEEL 'CANFAB' NEW HVAC UNIT TO OR EQUAL ANCHOR, (4) ADAPTER CURB TOTAL, (1) EACH CORNER E ON LONG SIDES OF UNIT __ E SECURE NEW HVAC UNIT ADAPTER • / / o CURB TO EXISTING CURB WITH ri MINIMUM #10 x 1/2" TEK SCREWS AT 12" O.C., TYPICAL 0 5 EXISTING UNIT N MOUNTING CURB u 1° (APPROX. 14" HEIGHT) 0 /AA All EXISTING ROOF 0 EXISTING ROOFING SHEATHING 0■ iri-14Th V i U -F, Q VERIFY THAT EXISTING CURB IS FASTENED TO a EXISTING SUPPORT FRAMING WITH A #10 SCREW MINIMUM AT EACH CORNER AND AT 24" O.C., EACH SIDE. IF ANCHORAGE DOES NOT EXIST, EXISTING FRAMING r- PROVIDE SIMPSON 'LTP4' OR 'A35' CLIPS AT PER PLAN (.0 EACH CORNER AND AT 48" O.C. EACH SIDE o FROM THE INSIDE OF THE CURB TO THE ;: EXISTING ROOF FRAMING. I HVAC MOUNTING DETAIL .4 1 1/2" = 1'-0" CONSULTING SCHOLLS BLDG T HVAC 210483 1 2/10 ENGINEERS 10500 SW NIMBUS AVENUE JCS CRAW C,ICCX17 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OREGON 97223 8 503222.4453 8 vImk @vimkc.ocom m HVAC MOUNTING DETAIL 503248.9263 s+aT ho Job 014924T 24T 7 lin 'VLMK CONSULTING E N G I N E E R S aieo SJE • � y 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job N / //\� P 503.222.4453 503.248.9263 © Date 1Uit SheetNc` k Pv'bci �LildiA,y 7" i1 -tNi 2-Ev v' ' -� 11 -- .4y it, t va .i 0 LDa c-frJ - t4!v. L.41,.-- a (4'4 te%2) = ieti QM (41/x gc-fr7‘ (4(// -*(6 ila) ;'' r-;(4.1 P MP . ?mu - i c1( .F =2 tz N (01- Y`I l!4 t6\14 NIA M '= /.2114 (14)1A) -- D-44,((415) I7.5) I- ' '-F Q _� 5• 0 ' 1140s''T(12'%) _ I" ,4� \(SLS (74/16 = 1115-1417 !b 143 -0 4i 17-65ILIC 4X} ' K * 1 (n%a< ) ,WI (I.? FX tc... M..i (I- L-6 Lo/005 --f)0a,(ce k,-lZ ((14 ` =Qzz� C c,A, = /s+ ('24 = c.,®DeL.F oL. = 124/(K 24ig) t °24(71.04 6— = ZsestRe X 24%2) - .16-D* ,..„.,__ _____*_,.c----cif . •"--.1------ .15- -- - -, l2 ,'D 15-1 f r Co &L 6 VII- — 0% . Title Block Line 1 Title: Job# 2(.()406 You can changes this area Dsgnr: using the"Settings'menu item Project Desc.: and then using the"Printing& Title Block"selection. Project Notes Title Block Line 6 Pnnt 1 10 DEC 2010, 2:40PM Wood,Beam Design ENERCALC.INC.19812010,Vec 6.1 51 • Lic.#:KW-D6OD27282a?: ;. „-.,`,. ,,.,,,n, :i.' . : .. <`?: , . . LICenSe.Owner VLMK CONSULTING ENGINEERS Description: Existing 6 314 x 28 GLB With Mech Unit Material Properties Calculations per IBC 2006, CBC 2007,2005 NDS Analysis Method: Allowable Stress Design Fb-Tension 2400 psi E:Modulus of Elasticity Load Combination 2006 IBC &ASCE 7-05 Fb-Compr 2400 psi Ebend-xx 1 800 ksi Fc-Pill 1650 psi Eminbend-xx 930 ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1 600 ksi Wood Grade :24F-V8 Fv 265 psi Eminbend-yy 830 ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling i D(1.089) D(3.456) S(7.2) 1 D(0.288)S(0.6) D(0.288)S(0.6) T T • • ♦ ♦ IF • Span5x740'.0 ft Span5x'f2:D ft • :p plied'LoadS Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.2880, S=0.60 kilt, Tributary Width=1.0 ft,(Dead/Snow) Point Load: D=1.089 k @ 10.0 ft,(Mech Unit) Load for Span Number 2 Uniform Load: D=0.2880, S=0.60 k/ft, Tributary Width=1,0 ft,(Dead/Snow) Point Load: D=3.456, S=7.20k{aii)12.0ft � _ T DESIGN SUMMARY Cl Design N.G. , ----__........__.._,.,.._.._..._,_._.__.__--------------------------------------..----. . Maximum Bending Stress Ratio - 17&944 Maximum Shear Stress Ratio = 0.584 : 1 Section used for this span 6.75x28.5 Section used for this span 6.75x28.5 fb:Actual = 2,518.87psi fv:Actual = 177.99 psi FB :Allowable = 27B68,841Bi Fv:Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 40.000ft Location of maximum on span = 40,000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.531 in Ratio= 542 • • Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 • Max Downward Total Deflection 0.726 in Ratio= 396 . Max Upward Total Deflection 0.000 in Ratio= 0 <180 r IV 1 Z4 rli ( (/1 � ,( .'e 7 .)_..M.._(y l O 4. �1-_.. _.. _.- _- r....f g-V r<-- C�----OI ------- _I Maximum Forces&;Stresses for Load Combinations:; Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values ' Segment Length Span# M v C d C fly C r C m C t C fu Mactual fb-design Fb-allow Vactual fv-design Fv-allow +D+S+H Length=40.0 it 1 1.091 0.581 1.150 0.837 1.000 1,000 1.000 1.000 -191.81 2,518.87 2,308.86 22.83 177.99 304.75 Length=12.0 ft 2 0.967 0.584 1.150 0.944 1.000 1.000 1.000 1.000 -191.81 2,518.87 2,604.27 19.26 177.99 304.75 Overall Maximum Deflections•Unfacto•ed`Loads Load Combination Span Max.""Deil Location In Span Load Combination Max."+"Defl Location in Span D+S 1 0.8997 16.615 0.0000 0.000 D+S 2 0.7261 12.000 0.0000 0.000 - 77 }1) C2cl t_ 39 c c� CeiCt Iii`)t u�6- VLMKCONSULTING Jobs S T Wt3 -' E N G I N E E R S Chent� �'" L✓t�,`• ' 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 JobNo By P 503.222.4453 503.248.9263 © °ate Sheet No. ^� OLd A/ 1447 9111‘ 1 L&L&■ PE,C)l F• 0 .4 �.!tJL 96-1S M - So ---La 7i 0e, 0 , c.149 (LA:T--) it, =o,�s�,� = ©,as w.e Asa - !� 14 ,k, 4 v KT . 12 2 Cob +44 rA) -6400 Mlt, .„; 0.(9 (1 )C47> rm2_k~` r4)pf =9G-74P 11222t" (4(0) (24-2 wof 4 -1 ►kicr/ CONSULTING P 503.222.4453 Job 1 1, -r E N G I N E E R S F 503.248.9263 Job No. _ iy irl 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 E vlmk @vimk.com W www.vlmk.com Date Air v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. IL Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7-05, 6.5.15.1 f TYPICAL SCREEN WALL Ofti-,-<10 TYPICAL MECHANICAL UNIT Dv 7. F \ .----. H t /. h "IF H 1 V B Exposure Category [Section 6.5.6.3] Kzt = 1.00 Topographic Factor [Figure 6-4] I = 1.00 Importance Factor [Table 6-1] V = 95 mph Basic Wind Speed 3-Second Gust [Figure 6-1] B = 100.00 ft Horizontal Dimension of Building Measured Normal to the Wind Direction • h = 20.00 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = 6.25 ft Height of Rooftop Structure or Equipment DH = 6.50 ft Width of Rooftop Structure or Equipment H = 26.25 ft Height to Top of Structure or Equipment a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 6-2] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6-2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6-3] Ka = 0.90 Wind Directionality Factor [Table 6-41 GI, = 0.00256K%KztKdV2I [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6-21] Af = 40.6 sf Area of Structure Normal to the Wind Direction Bh = 2000.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F = xg2GCfAf [Equation 6-28 and Section 6.5.15.1] p = 30.6 psf Design Wind Pressure F = 1241.9 lb Design Wind Force • 5-- Conterminous 48 States 2003 NEHRP Seismic Design Provisions • Zip Code=97223 Spectral Response Accelerations Ss and S 1 Ss and S 1 =Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.944 (Ss) 1.0 0.340 (S1) Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.060 (SMs, Fa= 1.122) 1.0 0.584 (SM1,Fv= 1.721) Spectral Response Accelerations SDs and SD1 SDs=2/3 x SMs and SD1 =2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.706 (SDs) 1.0 0.390 (SD1) C._. "I rani f? v 1 . 0 /E` YCDO48SQ214.04 Tag: SUBMITTAL All dimensions are in inches Standard Efficiency 4 Ton Packaged EVAPORATOR SECT TOP PANEL Gas/Electric ACCESS PANEL CONDENSER FAN Downflow 5 ,/a" i CD048C // »)))) l-��y/'r'r A f - 33 1/2" l 1 1/2" NPT GAS CONN. ��r ` ;./ � CONDENSER COIL � , 02" HOLE 1/0"'•i 1 7/8" (UNIT POWER WIRES) CONTROL & COMPRESSOR ACCESS PANEL 8 5/16" / 2 3/8" 83 1/16" / 07/8" HOLE 46 9/16" (UNIT CONTROL WIRES) 6 3/32" 43 1/16" 39 3/8" 1 13/16" II, 77 1/4" 1 13/16" �► 12 1 1/16" . " '5J/6 2 CLEARANCE 36'' \ CLEARANCE 6" DO N Ow HORIZONTAL ' / ' `�� 36"TYPICAL ROOF 17 15/16 - 1/4" `.�\TYPICAL ROOF OPENING ,<, .',_ ,. o'� HC \� 15 1/4 48" 3g• 77 5/8" 83 i/16' y ��. 2 2 43 3/8" ... 9/16" CLEARANCE 36" CLEARANCE 48" Y Tablet Unit Wiring Unit Minimum Circuit Maximum Fuse Size or Unit Operating Ampacity Maximum Circuit Breaker' Model No. Voltage Range (Standard/Oversize) (Standard/Oversize) YCD048C1 187-253 36.3/38.7 60/60 YCD048C3 187-253 24.8/27.2 35/40 YCD048C4 414-506 11.9/13.0 15/20 YCD048CW 517-633 9.5/10.3 15/15 Note: 1.HACR type circuit breakers per NEC. Table 2 Accessory Net Weights(Ibs) Oversized Hard All LPG Economizer Outside Air Damper Roof Motor Start' Zone Conversion Net Manual Motorized Curb Adder Kit Sensors Kit 40 32 — 80 5 5 1 5 Notes: 1. Net weight should be added to unit weight when ordering factory lnstaIedaccessonos. 2.Use on 1 phase only. rt -2 Table 3 General Data 4 Ton Downflow Units YCD048C 1 YCD048C3,C4,CW Cooling Performance' Gross Cooling Capacity 49,900 48,900 SEER, 10.00 10.00 Nominal CFM/ARI Rated CFM 1,60011,600 1.600/1,600 ARI Net Cooling Capacity 48,000 47,000 System Power(KW) 5.34 5.26 Heating Performance' Heating Models Low High Low High Heating Input(Btuh) 90,000 120,000 90,000 120,000 Heating Output(Stuh) 70,000 94.000 73,000 97,000 AFUE%' 78 78 81 81 Steady Slate Efficiency(%) 80 80 81 81 No.Burners 1 1 No.Stages 1 1 Gas Connection Pipe Size(In.) 1/2 1/2 Compressor No./Type 1/Ctlmatuffi 1/Climatuff Sound Rating(GELS), 8.6 8.6 Outdoor Coil—Type Hi-Performance Hi-Performance Tube Size(in.)O.D. .375 .375 Face Area(sq ft) 7.43 5.87 Rows/FPI 2/16 2/16 Indoor Coil—Type Hi-Performance Hi-Performance Tube Size(in.) .375 .375 Face Area(sq ft) 4.83 4.83 Rows/FPI 2/15 2/15 Refrigerant Control Short Orifice Short Orifice Drain Connection No./Size(in.) 1 1 Y.."PVC 1/'/."PVC Outdoor Fan—Type Propeller Propeller No.Used/Diameter(in.) 1/24 1/24 Drive Type/No.Speeds DirecU1 Direct/1 CFM 3,940 3,630 No.Motors/HP 1/.33 1/.33 Motor RPM 1075 1075 Indoor Fan—Type FC Centrifugal FC Centrifugal No.Used 1 1 Diameter x Width(in.) 1/12 x 9 1/12 x 9 Drive Type/No.Speeds Direct/2 Direct/2 No.Motors 1 1 Motor HP(Standard/Oversized) .50/.75 .50/.75 Motor RPM(Standard/Oversized) 850/1.040 850/1,040 Motor Frame Size(Standard/Oversized) 48/48 48/48 Filters—Type/Furnished? Throwaway/Yes Throwaway/Yes (No.)Size Recommended(in.) (2)20 x 25 x 1 (2)20 x 25 x 1 Refrigerant Charge(Lbs of R-22)5 6.6 5.6 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 effect of fan motor heat.ARI capacity is net and includes the effect of fan motor heaL Units are suitable for operation to+20%of nominal cfm. Rated in accordance with ARI Standard 210. 2. EER and SEER Is rated at ARI conditions and in accordance with DOE test procedures. 3. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2,000 feet, For elevations above 2,000 feet, ratings should be reduced at the rate of 4%for each 1,000 feet above sea level. 4. AFUE and Steady State Efficiency are rated in accordance with DOE test procedures. 5. Sound is rated in accordance with AR!Standard 270. 6.Refrigerant charge is an approximate value.For a more precise value,see unit nameplate and service instructions. u ,f 0 . 7` l� wn►? 2 11 9 All dimensions Are in Inches j1f2 " . 215" 38% . 1474 " 11/2 ., 414 /// ..i_____./p/ Fresh Air Hood i ØA (Manual) �� illirPlir'" Q� . 19 1/2 J / / , ' Q I ,..' 'AV ....... i I'r! ST ANDARD END ECONOMIZER PANEL OF UNIT HOOD 14W CENTER OF GRAVITY LENGTH A ,-----, r--1 B t CENTER OF O GRAVITY • WIDTH R • E S T 39 7/8" U U P 32 1/4' P R L N Y 33/8" C D L—t■ -- 22 3/1v—.-_ °� k("— CENTER OF GRAVITY M N M • 3/4" PVC CONDENSATE LOCATION Table 4 Maximum Unit and Corner Weights(Lbs)and Center of Gravity Dimensions(In.) Maximum Weights(Lbs) Corner Weights(Lbs}1 Center of Gravity Shipping Net A B C D Length Width 811 639 216 159 123 142 37 19 Note: 1.Corner weights are given for Information only. 3 �vew p # 47400 TWINE' Submittal • Prepared For: Date:October 01, 2010 Matt 0 Reitmeier Job Name: Solid Rock Trane U.S. Inc. is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 7.5 Ton R410A PKGD Unitary Gas/Electric Rooftop 1 adapter curb The attached information describes the equipment we propose to furnish for this project,and is submitted for your approval. Daniel Driver Trane Phone: (503) 620-8031 Fax: (503) 639-1454 J:iJOBSi124144625121sub ver 1.doc Solid Rock October 01,2010 • Weight, Clearance & Rigging Diagram -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 _c INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS • ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER O Qr MANUAL OUTSIDE AIR DAMPER e 1 BAROMETRIC RELIEF 10.0 lb f OVERSIZED MOTOR le,0'... — BELT DRIVE MOTOR �fll lllOM ///+///� POWER EXHAUST smansiganami ( �/// THROUGHT THE BASE ELECTRICAL(FIOPS) ///� UNIT MOUNTED CIRCUIT BREAKER(FIOPS) UNIT MOUNTED DISCONNECT(FICPS) POWERED CONVENIENCE OUTLET(FiOPS) HINGED DOORS(HOPS) O 0 HAIL GUARD SMOKE DETECTOR,SUPPLY/RETURN PACKAGED GAS/ELECTRICAL NOVAR CONTROL CORNE WEIGHT STAINLESS STEEL HEAT EXCHANGER REHEAT ROOF CURB BASIC UNIT WEIGHTS if CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET 256.0 lb OC 159.0 lb (E)LENGHT (F)WIDTH 916.0 lb 821.0lb0 222.0 lb OD 183.0 lb 41" 22" NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 1 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO CBTAIN TOTAL WEIGHT,ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE>5 LBS. • 4-lJl E ` ® 0\i� ›.,o F - 1100 PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 9 of i4 Others TRINE' Submittal RECEIVED DEC 14 2010 CITY OF TIGARD BUILDING DIVISION Prepared For: Date:October 01, 2010 Matt @ Reitmeier Job Name: Solid Rock Trane U.S. Inc. is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 7.5 Ton R410A PKGD Unitary Gas/Electric Rooftop 1 adapter curb The attached information describes the equipment we propose to furnish for this project,and is submitted for your approval. Daniel Driver Trane Phone: (503) 620-8031 Fax: (503) 639-1454 J:IJOBSI 12414462512Isub ver 1.doc Table Of Contents Product Summary 1 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop(Item Al) Tag Data 3 Product Data 3 Mechanical Specifications 4 Unit Dimensions 6 Weight, Clearance& Rigging Diagram 9 Accessory 11 adapter(Item B1) Tag Data 13 Product Data 13 Field Installed Options-Part/Order Number Summary 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop 14 Solid Rock October 01,2010 Tag Data - 3-10 Ton R410A PKGD Unitary Gas,Electric Rooftop (Qty: 1) Item Tag(s) Qty Description Model Number Al No Tag 1 3-10 Ton R410A PKGD Unitary Gas/Electric YSC090E4ELA--000000000000 Product Data - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 DX cooling, gas heat Standard efficiency Convertible configuration 7.5 Ton Single compressor Major design sequence 460/60/3 Electro mechanical controls 3 ph Low gas heat 3ph Dry bulb economizer 0-100%w/o bar rel (Fld) Barometric relief (Fld) FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 3 0114 Others Solid Rock October 01,2010 Mechanical Specifications-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 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, internally wired,fully charged with R-410A,and 100 percent run tested to check cooling operation, fan and blower 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 weather-resistant baked enamel finish. Unit's surface shall be tested 672 hours in a salt spray test in compliance with ASTM 8117. 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 have no penetrations within the perimeter of the curb other than the raised 1 1/8" high downflow supply/return openings to provide an added water 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,where 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 overloads shall be provided with the scroll compressors. Crankcase heaters shall be included. Refrigerant Circuits Service pressure ports, and refrigerant line filter 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 at 600 psig. The assembled unit shall be leak tested to 465 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 base condensate drain is standard. Outdoor Fans The outdoor fan shall be direct-drive, statically and dynamically balanced, draw-through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built-in thermal overload protection. Controls Unit shall be completely factory-wired with necessary controls and contactor pressure lugs or terminal block for power wiring. 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 control algorithms shall make all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring 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 between compressors to provide a higher level of machine protection. Phase monitor Phase monitor shall provide 100%protection for motors and compressors against problems caused by phase loss, phase imbalance, and phase reversal. Phase monitor is equipped with an LED that provides an ON or FAULT indicator. FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 4 of 14 Others Solid Rock October 01, 2010 There are no field adjustments. The module will automatically reset from a fault condition. Economizer This accessory shall be available with or without barometric relief. The assembly includes fully modulating 0-100 percent motor 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 entrance 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 the installing contractor. 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 blower 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 blower 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 gas or propane(field-installed kit) and also comply with the California requirement for low NOx emissions (Gas/Electric Only). FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 5 of 14 Others Solid Rock October 01,2010 Unit Dimensions-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 TOP PANEL • EVAPORATOR SECTION ACCESS PANEL CONDENSER FAN CONDENSATE DRAIN(ALT) 3/4"-14 NPT DAI.HOLE //:///O.iII•■■ A � ij CONDENSER COIL 4 1/41 y6. w UNIT CONTROL WIRE 7/8"DIA.HOLE \�� I ,. SERVICE GAUGE PORT ACCESS 1 3/8"DIA.HOLE 477/8' UNIT POWER WIRE CONTROL AND COMPRESSOR ACCESS PANEL 1!2"NPT GAS CONNECTION(80MBH&120MBH) 3/4'NPT GAS CONNECTION(150MBH,200MBH&250M8H) ISOMETRIC-PACKAGED THROUGH THE BASE ELECTRICAL (REQUIRES FACTORY INSTALLATION) 40 3!4"_ 5" 4 1/8" 27 5/8"� d 5 7/8" 6 d • it } �LLD 3 3/4'1 J} 4 5/8"3— THROUGH THE 2 3/4' BASE CONDENSATE ` r-- 1 t--- —1 1/2"GAS 1 CONNECTION I 33" 32 1/8" -, _ SUPPLY RETURN -- RETURN l" AIR FLOW ..17 1/2"x.9 7/8" . .17 1/2". _35/8" I DOWN FLOW-PENETRATION .- - - - 46 7/8" ° 4 HAIR FLOW AL SUPPLY RETURN I o AIR FLOW III 321/4' 241/2" Il 23 7/8" 9 5/8' 55/8" 1 c__, L� 1 �. �-'—�ti 4 3!4' 4 1/4"b .� A h7/8. 5 5/8"19 1/4" 9 3/8" 163/4 7 5/8' - _ CONDENSATE AA AM. 531/4' HORIZONTAL-PENETRATION RIGHT-PACKAGED FLD=Furnished by Trane U.S. Inc./installed by Equipment Submittal Page 6 of 14 Others Solid Rock October 01,2010 Unit Dimensions-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 00 � 1111111Nk•-.. RETURN -„ 4.0.0.0000/1.1." 3/4"•14 DIA HOLE CONDENSATE DRAIN O O 27 5/8' 43/4' ISOMETRIC-PACKAGED COOLING FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 7 0114 Others Solid Rock October 01. 2010 Unit Dimensions- 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 'ELECTRICAL/GENERAL DATA GENERAL i21t4)1e6 HEATING PERFORMANCE Model: YSC090E Oversized Motor HEATING-GENERAL DATA Unit Operating Voltage: 414-506 MCA: N/A Heating Model: Low Unit Primary Voltage: 460 MFS: N/A Unit Secondary Voltage -- MCB: N/A Heating Input(Btu): 120,000 Unit Hertz: 60 Heating Output(Btu): 96.000 Unit Phase: 3 No.Burners: 3 No.Stages 1 EER 11.1 Standard Motor Field Installed Oversized Motor 'Gas Inlet Pressure MCA: 19.5 MCA: N/A Natural Gas(Min/Mix): 4.5/14 MFS: 30.0 MFS: N/A LP(Min/Max) 10.0/14.0 MCB: 30.0 MCB: N/A Gas Pipe Connection Size: 1/2" INDOOR MOTOR Sandard Motor Oversized Motor Field Installed Oversized Motor Number: 1 Number: N/A Number: N/A Horsepower: 1.0 Horsepower: N/A Horsepower: 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: 1.7 Full Load Amps: N/A Full Load Amps: N/A Locked Rotor Amps: 12.5 Locked Rotor Amps: N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: 1 Number: 1 Horsepower: 6.7 Horsepower: 0,7 Phase: 3 Motor Speed(RRM): 1100 Rated Load Amps: 12.8 Phase: 1 Locked Rotor Amps: 100.0 Full Load Amps: 1.8 Locked Rotor Amps: 5.5 POWER EXHAUST ACCESSORY j3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type Phase: N/A Type: Throwaway Horsepower: N/A Furnished: Yes Factory Charge Motor Speed(RPM): N/A Number 4 Ciruit#1 11.8 lb Full Load Amps: N/A Recommended 16"x25"x2" Ciruit#2 N/A 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. FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 8 of 14 Others Solid Rock October 01,2010 Weight, Clearance & Rigging Diagram -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY I WEIGHTS ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF 10.0 lb OVERSIZED MOTOR r------ a �� BELT DRIVE MOTOR trT*.....0j#9 kfr POWER EXHAUST 111 THROUGHT THE BASE ELECTRICAL(FIOPS) UNIT MOUNTED CIRCUIT BREAKER(FIOPS) UNIT MOUNTED DISCONNECT(FIOPS) POWERED CONVENIENCE OUTLET(FIOPS) r/� HINGED DOORS(FIOPS) 0 HAIL GUARD v lll��JJJ SMOKE DETECTOR,SUPPLY/RETURN NOVAR CONTROL PACKAGED GAS/ELECTRICAL CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER REHEAT ROOF CURB BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET O 256.0 lb © 159.0 lb (E)LENGHT (F)WIDTH 916.0 lb 821.0 lb O 222.0 lb OD 183.0 lb 41" 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 NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE>5 LBS. „ 4*„.%4. "a.,r/ PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 9 of 14 Others Solid Rock October 01,2010 Weight, Clearance & Rigging Diagram-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 CLEARANCE FROM TOP OF UNIT 72" CLEARANCE 36" CLEARANCE 48" 111‘ l 44 Iiii . ' ,>,m _ 'f:�, a\ SUPPLY RETURN . /. . Mt illit''' DOWNFLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 36" PACKAGED GAS/ELECTRIC CLEARANCE ROOF OPENING I 1 UNIT OUTLINE---„,,,,NI I 46" I 53 1/4" I I i 1 46' 88 5/8" DOWNFLOW-ROOF OPENING FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 10 of 14 Others Solid Rock October 01. 2010 Accessory - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 • N—EGCtiG h1 HCCC BAROMETRIC RELIEF HOOD 3 BAROMETRIC RELIEF HOOD 734 -j it ACCESSORY-BAROMETRIC RELIEF DAMPER HOOD FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 11 0114 Others • Solid Rock October 01,2010 Accessory- 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 4141410044444, �k ' ECONOMIZER HOOD.--1 II I ECONOMIZER HOOD o _F 6 7/6' • 0 0 MIME 0 0 16 3/4' ACCESSORY-ECONOMIZER HOOD FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 12 of 14 Others O o ti N .) O 0 P) It OI RI U 0 ■ ■ •w,swvon.•�rvr IM REYISONE *41411 >rtz Mtn: Tap: 1 II.1 Approval: •-, 3E 7 J r` P #14‘1 j I 0 I•,‘ EXISTING CURB LAYOUT `ti F—1 , iiiii4 I i 1).,.....,.....„...„:00...., ,,,,, . 1- 21:17 d r,IT E .'1 z W O. 1 &MR.,: t5• A-ft 11E71.ARtr 11 N. Aft .0 a 0.1 ,t 1.7 1--- Li ++ri 4) V_ c :35 CU I m l0 r 1^� i�Av-� I--w1rr�-�� o a r a (5 cC a .c (413 I�c • a .m 0 CO Q V '— . " ....a.'___4-,u.._-�• c CURB SHOWN 15 COI STANDARD CONn kIVIN -- _-- na:-'.�sx ' ' tAtc04t(5 j CO lurk COI RESERVES THE RIGHT TO CHANGE LAYOUT x.r aki•90 .AM a WITNUUT NUTIfiCAT10N.IFCURB IS NEEDED IHA v.+snesar..c�m..orrwgr —� 'Q 7 YA'£DK ,47;0-4]r:L.M�Zf{}9'fEEt •cuL.,m..vur�n 7� . 17aan-31M `kr- CDI pwiiO°°nmM�arsmr�.. ` 4.. �— 0 m d ., crcr r.rm, ... • Solid Rock October 01,2010 Field Installed Options- Part/Order Number Summary This is a report to help you locate field installed options that arrive at the jobsite. This report provides part or order numbers for each field installed option, and references it to a specific product tag. It is NOT intended as a bill of • material for the job. Product Family-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item Tag(s) Oty Description Model Number Al No Tag 1 3-10 Ton R410A PKGD Unitary Gas/Electric YSC090E4ELA--000000000000 Field Installed Option Description Part/Ordering Number Dry bulb economizer 0-100%w/o bar rel BAYECON088A Barometric relief BAYBARM011 A FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 14 of 14 Others