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Specifications (6) r � 11/4 SCHOLLS BLDG 'E' HVAC #2 10130 SW Nimbus Ave Tigard, OR 97223 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE STRUCTURAL CALCULATIONS Approved: t � OTC: [ j VLMK Project Number:20160166 Permit t ,, 2C) ..--16021 • Address: ram Arivgikirmur. . Suite#i B Dates A 4 Reitmeier Mechanical 19570 SW 90th Court OFFICE COPY Tualatin, OR 97062 IP (R I NF, ��i •35•:?f 16 OREGON 4, 9A, t 5 qS�N• C. S ik\k EXPIRES: 6/30/20 16 Prepared By: Tony Jenkins, PE vLmK March 28,2016 ENGINEERING + DESIGN r Structural Calculations:Scholls Bldg'E'HVAC#2 DC-1 Project: Scholls Bldg 'E' HVAC #2 Project Number: 20160166 Project Address: 10130 SW Nimbus Ave Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-3 Structural Calculations C-1 thru C-6 Reference Information R-1 thru R-3 DESCRIPTION OF PROJECT The 'Scholls Bldg 'E' HVAC #2' project consists of replacing one roof-top mounted HVAC unit on an existing building located in the Scholls Business Center in Tigard, Oregon.. The new unit is to be supported by new and/or existing Framing. The package includes structural calculations verifying the adequacy of the existing roof framing, new framing, and details For the attachment of the units to resist wind and seismic forces. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. Gcad2016'0160166\Calculations\20160166 Design Criterio.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlink.com Structural Calculations:Scholls Bldg'E'HVAC#2 DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pr 25 psf Snow Drift As Required Dead Loads Roof Roofing 4.0 psf Insulation 1 .0 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2X4 at 24" O.C.) 0.7 psf Joists (4X14 at 8'-0" O.C.) 1.5 psf Glulam Beams (5 1/8 x 27 at 22'-0" O.C.) 1.6 psf Mechanical and Electrical 1 .0 psf Suspended Ceiling 1.8 psf Miscellaneous 1.6 psf Total Roof Load 15.0 psf Additional Loads HVAC RTU 383 lbs Existing Curb (Est.) 150 lbs Adapter Curb 157 lbs Wind Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lW 1.0 Occupancy Category II Wind Exposure B Seismic Location Latitude 45.447866 Longitude -122.786692 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations SS = 0.975 Si = 0.425 Site Class D Spectral Response Coefficients Sd5 = 0.721 Sd, = 0.446 Seismic Design Category D Component Anchorage Factors ar, R, Ir, S2,o HVAC Equipment 2.5 6.0 1 .0 2.5 G::\ cod2016\20160166\Calculotions\20160166 Design Criteria.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com HVAC FRAMING NOTES: 1. VERIFY EXISTING MECHANICAL UNITS ARE NOT LOCATED IN THE SAME FRAMING BAY OR IMMEDIATELY ADJACENT BAYS AS THE NEW UNIT, EXCEPT AS SPECIFICALLY NOTED ON THE PLAN. 2. CONTRACTOR TO VERIFY EXISTING FRAMING WITH CONDITIONS SHOWN OR NOTED PRIOR TO BEGINNING WORK. NOTIFY ENGINEER IF OTHERWISE. 3. PROVIDE CRICKET ON HIGH SIDE FOR PROPER DRAINAGE AROUND UNIT. VERIFY EXISTING 4x6 (MIN)OR PROVIDE NEW, z z SECURE WITH SIMPSON I7.5 HUS46'FACE MOUNT aHANGERS AT EACH END, LIM -- m TYPICAL(2)PLACES 7.< V V W W NEW 4x6 HEADER,CUT BACK :` I rrr�....,a11 / EXISTING SUB-PURLINS AND k`�����o SECURE WITH SIMPSON I 'LUS24'FACE MOUNT HANGER, (E)51/8x27GLB TYPICAL NEW HVAC UNIT TO 71 BEAR ON NEW OR z z EXISTING FRAMING m ON ALL CORNERS D a (WEIGHT-690 LBS) a v `* EXISTING 2x4 DF#2 w w SUB-PURLINS AT 24"O.C.,TYPICAL 0 ENLARGED PARTIAL FRAMING PLAN 1/4"= 1'-0" VI SCROLLS BLDG 'E' - HVAC2016066 MAR.'16 10130 SW NIMBUS AVETMJ JCS LM K TIGARD,OREGON 97223ENGINEERING + DESIGNPARTIAL ROOF FRAMING PLAN S-2 SW Kelly Avenue Portland,Oregon 97239 tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com S"EE,w UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2"TEK SCREWS SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH / CORNER AND AT 12"O.C.AT SIDES, j TYPICAL EXISTING UNIT MOUNTING CURB EXISTING ROOF SHEATHING EXISTING ROOFING 1l 1 ' I 4 VERIFY THAT EXISTING CURB IS FASTENED TO EXISTING SUPPORT FRAMING WITH A#14 SCREW EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24"O.C., PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT -EACH CORNER AND AT 48"O.C.EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING C1 HVAC ADAPTER CURB DETAIL S-3 11/2"= 1'-0„ V.� SCROLLS BLDG 'E' - HVAC 20160166 MAR.'16 10130 SW NIMBUS AVE TMJ JCS V L M KTIGARD,OREGON 97223 ENGINEERING + DESIGN HVAC FRAMING DETAILS S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I tel:503.222.4453 I fax:503.248.9263 I www.vlmk.com V L MK ProjectsaylotAz Hvteob tt: Zott0c..)\6c Date:�'' -►� 'b Sheet U: C— ENGINEERING DESIGN \IPv P Cit :�isn�c_ X16 Lt "' l:orn�, sc p1_ 108 = r I f I cio4i-/4)4- c.16v,-11'33erAcr) ?-- aze )". R �. E sc_ 4),I() �i,:rc. • 10�.= . IScFC'��� 4.OP � r I W Qtt- (.1tPr.) eue• D 7 _ Zgl I- if ‘,4sut_rs,, _ vpwc.s QSE,C) -yam 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax:503.248.9263 www.vlmk.com Project Title: Scholls BLDG'E'HVAC#2 Engineer: TMJ Project ID: 20160166 Project Descr: RTU Replacement C-2 • Pnnted 28 MAR 2016.1104A Wood Beam Fie=G:Acad2016120160166\C7A4YC-F\20160166.ec6 ENERCALC,INC.1983-2016,Build:6.16.3.4,Ver:6.16.3.4 Lic.#: KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 4x16 DF#1 Purlin CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,750.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 1,750.0 psi Ebend-xx 1,700.0 ksi Fc-Pr!' 1,500.0 psi Eminbend-xx 620.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 675.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(o. 88) Dro.10 S(0.2)2� i + + N i N 7 7 4x16 Span=24.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.01350, S=0.0250 ksf, Tributary Width=8.0 ft Point Load: D=0.2880 k @ 4.0 ft,(HVAC) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 1.000 1 Maximum Shear Stress Ratio = 0.483 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 2,012.86 psi fv:Actual = 100.00 psi FB:Allowable = 2,012.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 11.825ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.854 in Ratio= 337>=240. Max Upward Transient Deflection 0.000 in Ratio= 0<240.0 Max Downward Total Deflection 1.355 in Ratio= 212>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections Load Combination Span Max.="Defl Location in Span Load Combination Max."+"Defl Location in Span +D+5+H 1 1.3547 12.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.400 2.400 Overall MINimum 1.536 1.344 D Only 1.536 1.344 S Only 2.400 2.400 Project Title: Scholls BLDG'E'HVAC#2 Engineer: TMJ Project ID: 20160166 Project Descr: RTU Replacement C-3 Printed 28 MAR 2016,10:57AM Wood Beam File=gMcad20161201601661C7A4YC-F\20160166.ec6 ENERCALC,INC.1983-2016,Build:6.16.3.4,Ver:6.16.3.4 Lic.#: KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: New 4x6 CODE REFERENCES Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 31.20pcf Beam Bracing : Completely Unbraced Repetitive Member Stress Increase yy D(0.250) D(0.06)S(0.1) x + 406 Span=8.08 Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=4.0 ft Uniform Load: D=0.2590 klft,Extent=0.0—>>2.670 ft, Tributary Width=1.0 ft,(HVAC) DESIGN SUMMARY __ Design OK Maximum Bending Stress Ratio = 0.788 1 Maximum Shear Stress Ratio = 0.389 : 1 Section used for this span 4x6 Section used for this span 4x6 fb:Actual = 1,212.66 psi fv:Actual = 80.46 psi FB:Allowable = 1,539.22 psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 3.270ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.119 in Ratio= 804>=240. Max Upward Transient Deflection 0.000 in Ratio= 0<240.0 Max Downward Total Deflection 0.268 in Ratio= 358>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections Load Combination Span Max.-"Defl Location in Span Load Combination Max."+"Defl Location in Span +0+541 1 0.2680 3.883 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.816 0.400 OveraN MINimum 0.400 0.355 D Only 0.816 0.355 S Only 0.400 0.400 • . VVLIVIK Project Scholls 'E' HVAC Jobrt 20160166 By: TMJ Date March '16 Sheet 0: C-5 ENGINEERING . DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 ��cv+ TYPICAL SCREEN WALL Fh �� Fv D6o� Fh -41 1fPICAL MECHANICAL UNIT H .c\ON *040 DESIGN INPUT B = 108 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 20 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 3.84 ft Height of Rooftop Structure or Equipment Width = 4.00 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 2.67 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 23.8 ft Height to Top of Structure or Equipment V„lt = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] 6 Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] Krt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.90 Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ = 0.00256KZKAKdi uit2 [Equation 29.3-1] qZ = 23.2 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GC, = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Af = 15.36 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 10.68 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 2160 sf Building Area Normal to the Wind Direction Fh = q h(GCr)A f [Equation 29.5-2] • .4 ph = 44.2 psf Horizontal Design Wind Pressure (Ult., 1.0W) F„ = gh(GCr)Ar [Equation 29.5-3] p„ = 34.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 3933 SW Kcllyl Ovcnmc Portland,OR 9/239 tel: 30 .222.4433 fox: 50.248.9263 www.vlrik.cori l . VV L M K Project: Scholls 'E' HVAC Job 0: 20160166 By TMJ Date: March '16 sheer 0: C-6 ENGINEERING ,DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x I Son = 0.721 g Design Spectral Response Acceleration Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s a Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] 2_„Gc R y Rp = 6.0 [ASCE7 13.5-1 or 13.6-1] yc9 Ip = 1.00 [ASCE7 13.1.3] • 1 2 • z = 20 ft Attachment height from base of structure h = 20 ft Average roof height of structure from base I-I PLAN VEW Wind Parameters: PHORIz. = 44.2 psf Design Wind Pressure (psf), 1.0W PuPuFr = 34.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: VG Wp = 533 lbs Total Weight zc9I X = 48.0 in Base Dimension (max) ' ' Y = 32.0 in Base Dimension (min) SIDE VIEW Z = 46.0 in Height of Unit Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: X, = 22.0 in Center of Gravity Seismic: Wind: Y„ = 15.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Z„ = 16.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.732E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic: 0.4a S W (1+21 Fn = ° ' ° = 192 lbs <_1.6S„SIPWJ, > = 615 lbs OK RI,/I n 0.3S I W = 115 lbs OK Base Shear, 52VuE = 192 lbs Seismic, 52E �` r Wind: Vuvy = 884 lbs Wind, 1.0W Vu,BASE = 884 lbs Wind = 530 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 3.1 in ev = 1.75 in 1 22 484 15 225 MX-x = 596 in-lbs Mv_v = 336 in-lbs 2 26 676 15 225 Y Direction X Direction 3 22 484 17 289 V1,3 = 54 lbs V1,2 = 53 lbs 4 26 676 17 289 V2,4 = 55 lbs V3,4 = 54 lbs 2320 1028 Wind: V1,2,3,4 = 221 lbs Max V,,,ANCHOR = 221 lbs Wind = 133 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Ma = 5764 lb-in Seismic, QE Net Tension: Tx* = 259 lbs Mres.x = 8862.5 lb-in Seismic, QE Tv* = 395 lbs Mres,v = 6042.6 lb-in Seismic, SQE Wind: Mot = 26520 lb-in Wind, 1.0W Max T,,,ANCHOR* = 395 lbs Wing • Mres,x = 10553 lb-in Wind, 1.0W = 230 (ASD) Mres,v = 7195.5 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland, OK 9/239 tel: 503.222.4453 fan: 503.248.9263 www.vlmk.com FOR REFERENCE ONLY R-1 Unit Report For 3T Project: --Untitled109 03/15/2016 • Prepared By: 12:20PM Unit Parameters Dimensions(ft. in.)&Weight(lb.) .«. Unit Model. 48VL-B360603 Unit Length* 4'0.1875" Unit Size. 36(3.0 Tons) Unit Width. 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height. 3'9.9375" Heating Type• Gas "' Weights and Dimensions are approximate.Weight does not include roof Duct Cfg Vertical/Verticalcurbs,unit packaging,field installed accessories or factory installed options. Approximate dimensions are provided primarily for 60,000 Btuh shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight' 383 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-B360603 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTR008A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.39z Page 2 of 7 • . Certified Drawing for 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM UNIT ELECTAIC4L UNIT 81. UNIT 1EI61T IR/M1 CENTER OF 6RA0ITT I11101 CIARACTERISTICS L8 116 •0• _ 1 T I 487L(-71313241040/130130 238(2)0.1-60 550 140,6 22-113 1070 22-13)16 511.1 1S-5(16 340 D 15.11116 300.5 481L1-/%)530(043/3407131510 2011230-1, 208(280-3-60 322 155.0 44.1(3 0127 22-73(18 511.1 15-3(13 308.0 15.13116 401.6 401L(-/N153{ro/0/03D)13/510 740n30-1, 200/230-3-60 516 170.4 46.1/8 11 a 22-1311.6 511.4 15-5116 508.6 16-5/8 422.3 4011.1-,4,6341060t0/0110 260-3-60 510 176_8 44.118 1172 22-15/16 513.1 15-3/16 380.1 16-5/3 422.3 UNITS 101326E COINER OR16IT L8/R6 .7. "2• •3• .4. 4841.1-4411524(044(040130 2001230 48.5 22.5 66.0 20-0 00.4 14.1 315.4 52.4 4881.1-7118501040/060713(5(0 2001250 51.5 25.3 60.4 31.0 102.5 46.5 119.6 54.3 48YLs-711136(060/040)137573 203(730 56.4 25.4 15.2 34 1 112.7 51.2 131.5 50 1 *""' [f�+'�rl Lige';_ a 4033L(-7110311063(060731 460 56.1 25.6 75.2 34 1 121.7 55.1"156.5 62.0 •� tn1.4] . 111INI aAIRARI� 0110101111.11 ML 70 0111Rf[ }+111 NOTE: ALL TABLE DATA RELEVANT F03 ALL FAC1ON INSTALLED IOCI[S[Ir] 0 m.n OPTIONS(ICE"!ECONONIIEA TOP OF 0111 .II 1353.3] T /49.„1 1-1. a = OCT SIDE OF UNIT 2 (50.8] N SIDE OIPOSITE DUCTS ... ............_ ..14 1353.6] 261111 6M.L' pi BOUM of 3311 1 3t 174.71 T FLU[PANEL Jf E174.41 /L4 MAID auwl�/ m 1-+(511 . 111114.1 ,� 3[TWEEA NAITs, /811111[1131(SIDE 4i[1ou e7�1 M [111.1 1 ,4; UNIT AAD UIGROUNDEp SURFACES. POIEp ENTIT SIDE... .....i{ 1111.0] m r �. _ UNIT AND 800011 OR COWRIE WALLS AND OT1EI till GIONNOED SURFACES, PONEN MN SIDE. .42 0044.07 X /111111 COD. •• LII 1S 1EW1�alma ra Q�Il0l1 AND laaal/ m •� INCIES(074. [0.11 Z 'rWhi FYI! COIL ACCESS SIDE ...36 1011.0] RI ((100 0011EA(1131 S10E,... ..4t(1063.8] IEOCEPT FC+4 NEC REOUI8ENEN7Si () ❑4 * P] UNIT 704. 16 11211.2] m SIDE OPPOSITE DUCTS 34 1114.07 L1Na CO TSO �w , ON CN11 DUCT PANEL. ,... 01 .. .12 1301. 4TOP 0 1603I838 015TANCES:IF 011T 1S PLACED LESS TIAN 12(304.31 PON WALL STSTEN.TIEN 575![1 PERFORMANCE NAM 0011P30NISEU. z DIMENSIONS IN(1 APE IN NN r I2 11.1.11I 11111.1 SIM 11 in 01r [II 31 !III 1111 11 ' r ° -� K�;1:� IUUHfflHF- s 1 j 1 1 IIII!IIII! SUE IN 110,;.x;,; IIIIIIII!III ,. , .4. (1.14 yr n2.tL ' 4 1,11.1 j� #II - r{TNN� 1$ �I1 I IS•1,1a ••NN'�'1' 61[F L IMI t1 P(111N p[NIN F3. III, 1 • [32.17 + - _ - ^ CN'�t1 CS11.N C1N 1116-111 , J • - , Its!41 ``y11� 6.1511 f7•�•� •0 /�;� .0- - l �� rte 1+11 71 F ei r1' 1=71 or Ellr ,1301 1 MIL .. •1• MIL iii 71 M I u�u IAS.Q r 112 n 4••• ►Int-� 140-14 M-SIN 7-x,+1 441 Nm 11.31 ~ 1(221.61 Cu n -++ Ful •.-21011-t Ful i'i [•4I. ' 1•+SII �y4� ��56� MOM �.MI.D (336.41 ,r'IL •�21 .,• rf!S i11/G INYW!NEW (41.61 RICHT (/11:1111 6�1N1 •�66 1 ��MN1 �i� N LU. 1y 48YL500316 Packaged Rooftop Builder 1.39z Page 3 of 7 j OPTIONS: DR6ISIONED AND TOIERERCED PER MIST VICSIAIM REVISIONS MATERIAL: 18ga.GAL STEEL REV. DESCRIPTION DAIS APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: I INmAL DWG 01/08/2012 GKF 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) 24GA RETURN 24GA SUPPLY Approval: RETURN AIR GASKET DE PROVIDED WITH CURB '� 1 IADDED EXISTING CURB O.D. CURBBE ADAPTEROHAS 2 OR TO I ONE MUST BE CHOSEN PRIOR TO FABRICATION SUPPLY AIR 33 13/16" 1 3/4" EXISTING CURB LAYOUT Ov ,2,/4' r HAS 2 CONFIGURATIONS 11/4" 1 PLEASE CHOOSE ONE FROM BELOW t 7 (3D DRAWING DEPICTS LARGE) _ 175/8" INSULATED as 3/8" 43 1/4" 0 COVER 47 1/8" - ar F 25 11/16'+ 21 1/2• T 23 11/16' 17 7/8• -.- -.-- /mv 2 1/4" 1 -+� �-2 1l4" �-2 1/4" T1 ir N 23 112' RETURN SUPPLY 22" RETURN SUPPLY m ^Z 63 1/2' `, 60 1/2' ITI 0 LARGE SMALL Z Z r 46,/,6• 1 r- 30 5/8'—*-{ 5" R/S WILL BE COVERED WI24GA MATERIAL&NEEDS TO BE CUT OUT BY INSTALLER UNLESS R/S DUCT OPENINGS 1 50 7/8" I 1 ARE PROVIDED TO CDI 1" 65" I CURB WBNHT(LOS.) APPROVALS DATE "•' 1-4665-4021L 156.80 °""" c.a....CURB SHOWN IS CDI STANDARD CONFIGURATION . — CDI RESERVES THE RIGHT TO CHANGE LAYOUT -� .R Monday,January 31,2011 15:29:41 AM QUOTE#: WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A `VERIFY EXISTING CURS OD 17580 TYLER ST NW 4`E"'"" °""""°"°' I DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED "o uP AND RETURN OMAN EIJ(RIVER,MNSSSJO �A 146654021E (� PRIOR TO PLACING AN ORDER. -CALL WITH ANY QUESTIONS CDI(763)391-7790 "FAX BACK F DRAWING IS OK AS IS �a 4' (763)391.7851 os 1:25 1 Rer. 1 or 3-- Scholls bldg E 10150 SW Nimbus Ave,Tigard RTU location L Area of work 75ft North �. . 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM RECEIVED 3T MAR 2 4 2016 CITY OF TIGARD Tag Cover Sheet BUILDING DIVISION Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39z Page 1 of 7 4' Unit Report For 3T Project: --Untitled109 03/15/2016 Prepared By: 12:20PM Unit Parameters Dimensions(ft.in.)&Weight(1b.)*** Unit Model. 48VL-B360603 Unit Length• 4'0.1875" Unit Size• 36(3.0 Tons) Unit Width• 2'8.625" Volts-Phase-Hertz: 208-1-60 Unit Height: 3'9.9375" Heating Type• Gas *•• Weights and Dimensions are approximate.Weight does not include roof Duct Cfg VerticalNertical curbs,unit packaging,field installed accessories or factory 60,000 Btuh installed options. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight. 383 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-B360603 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTR008A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.39z Page 2 of 7 Certified Drawing for 3T , Project: -Untitled109 03/15/2016 Prepared By: 12:20PM UNIT ELECTRICAL UNIT IT. UNIT HEIGHT Ills CENTER OF GRAVITY II/MM CNARACTERISTICS Le KG •A• 0 7 2 48VL1-1M)8241040/060130 2061230.1-60 330 149.6 42-718 1070 22-13/16 579.1 15-5/16 388.9 15-11116 398.5 48VLI-10133010/0/160)131510 2081230-1, 2081230-1-60 342 155.0 11.1/6 1121 22-13/16 579.1 15-5/16 388.9 15.13116 401.6 4814.14018361060/030/13/510 406/230-1, 208/230.3-60 376 170.1 46-14 1172 22-13116 579.1 15-5116 388.8 16-5/8 422.3 /BVL(-1X1e361060/690u0 460-3-60 310 176.8 46-178 1172 22-13/16 571.1 15-5/16 388.1' 16-518 422.3 UNITS VOLTAGE COINER EIGHT LI M6 .1. .2. .3. •4• 46YL1-/N1e21(Il8I060131 2081230 41.5 22.5 61.0 29.1 18.9 44.8 115.4 52.4 • 464L1-1118301010/010113/310 2081230 51.5 23.3 66.4 31.0 102.5 46,5 111.1 54.5 4UV1(-1X16561010/090113/5)0 2081230 50.4 25,8 75.2 31.1 112.1 57.2 131.3 51.1 IOVL(-INID3010101090160 410 50.1_25.6 15,2 34-1 121,1 55.3 131.5 82.0 1-11,11 -r,-1414 9,5/,...- [112.41 -,5/,.•� - [ru.41 [Sn.71 [211.41 =UM CUMMINS TO COILSOLE OM NOTE; ALL TAOLE IOTA RELEVANT(OR ALL FACTORY INSTALLED 1-1115 INCI(S NM]14,.1[ OPTIONS EXCEPT ECONOXI2E1 TOP OF OMIT II 1355.67 DUCT SIDE OF UNIT 2 150.01 2-314 i SIDE OPPOSITE DUCTS a [355.6] 61.u� 1:0 31421 SIPPV © SOTTO,/OF UNII 142 112.11 �. FLUE PANEL 33 1911.11 11nh I- ' 'i Ondt' Ig IMAM tlINDOM M:YIM 1 - WPIC• i Ul I 044. ] DALAI °Pc 01O1i UNIT0E111E4 UMTS, POWER(1717 SIVE 4t [1014.0] I i III AND UIGROUNDED SURFACES. POSER ENTRY HE SIDE 31 1114.07 ` 11 VIII AND BLOCK OR CONCRETE MALLS AND 01183 I 5-Ir1` 0108411(0 SURFACES. P08(3 (3133 SIDE 12 [7016.0] 071100•Cell ,; '•• i[I7.1 Tf MOM CLE*RW Fa NE T NO 8E119R11� Ina 111111- 14 in■ I I1348.OIES CM •I• (PAP. COIL ACCESS SIDE 3{ [911,0] [SNA POKER ENTRY SIDE 42 [7066.87 - ---- ---- IELCEPT F04 NEC 1EOUIREMENTSI l cE] UNIT 10P Ie Itz11.t7 ,, SIDE OPPOSITE DUCTS 36 1311.01 11100•COLI VEW •11t1N call DUCT P11EL 12 (304.811 TOP IMINIMNX DISTANCES:IF UNIT IS PLACED LESS TNA• 12(30481 FRDN HALL SYSTEM,TNEN SYSTEM PERFORWUICE NAME C01 101ISEO. • DIMENSIONS IN II ARE IN W ilr II 11-n11 [1111.11 y UN.11 [A 411 'Ilir11 IIIIIIIIII t�\F ' • � �Tp3)::1L 10111111111111 ., _ . ,�IIIIVIII! �LL11N ,r..to ISR oIA•, 111111111111i. - 4-Ih III'I7GT IIA • ` •A• f 1.25.11 �YICL 4171. • • 0 1 0N1C77 •1 1 Cl. T( I} I� 1311.21 MUNI. 411X11 61.17 14-1411 H{ �I• 6X.41 1'M4.11III 1 . • _ • �� ._ 1113 ``y 1-V,1 O= i F O • .� ` [rs11 =- =6 !Mil C .1-i. -O C i ,1.11/11 CONIESICO-1 3 4-11111 1411 1 [)13.11 11,1R •I• ANN 1113 21 •[17-11 1.7./.1 14.11 it. 1.1111-•• WIn ". 41-1114 ••• I8rl7 Min 11 [1137 1-VI 33-n-3r1-•• 1-1/11 NOAH [1221.11 1-11114 [314.11 641.31 1210.3 our '1 .1111.11m7' LEFT 8111E VIER mote VEIN 144.11 F10Hr 810E VER HEMI VEIN 2_ aa. a48VL500316 Packaged Rooftop Builder 1.39z Page 3 of 7 Performance Summary For 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM Part Number:48VL-B360603 ARI SEER- 14.50 Base Unit Dimensions Unit Length• 48.2 in Unit Width- 32.6 in Unit Height. 45.9 in Total Operating Weight. 383 lb Unit Unit Voltage-Phase-Hertz- 208-1-60 Air Discharge- Vertical Fan Drive Type. Direct Actual Airflow. 1237 CFM Site Altitude- 0 ft Cooling Performance Condenser Entering Air DB- 95.0 F Evaporator Entering Air DB- 80.0 F Evaporator Entering Air WB- 67.0 F Entering Air Enthalpy• 31.44 BTU/lb Evaporator Leaving Air DB. 61.4 F Evaporator Leaving Air WB- 58.4 F Evaporator Leaving Air Enthalpy: 25.27 BTU/Ib Net Cooling Capacity. 34.33 MBH • Net Sensible Capacity- 24.88 MBH Total Unit Power Input. 2.86 kW Coil Bypass Factor. 0.052 Heating Performance Heating Airflow. 1237 CFM Entering Air Temp. . .70.0 F Leaving Air Temp: . . 105.9 F Gas Heating Input Capacity. 60.0 MBH Gas Heating Output Capacity. 48.0 MBH Temperature Rise- 35.9 F Supply Fan External Static Pressure- 0.60 in wg Options/Accessories Static Pressure Wet Coil- 0.10 in wg Total Application Static(ESP+ Unit Opts/Acc.). 0.70 in wg Fan RPM• 1000 Fan Power. . . ... . 0.60 BHP Fan Motor Size, hp. 3/4 NOTE• Med-High Motor Speed,Vert Electrical Data Minimum Voltage. 197 Maximum Voltage. 253 Compressor RLA. 14.1 Compressor LRA. 77 Outdoor Fan FLA(ea). 1.2 Indoor Fan Motor FLA- 6 Power Supply MCA: 24.8 Power Supply MOCP(Fuse or HACR). 35 Control Panel SCCR:51(A RMS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder 1.39z Page 4 of 7 Performance Summary For 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM Sound Rating. 76.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 64.5 250 Hz NA NA 66.5 500 Hz NA NA 70.0 1000 Hz NA NA 70.0 2000 Hz NA NA 67.5 4000 Hz NA NA 61.0 8000 Hz NA NA 54.0 Advanced Acoustics e Y 0CO I 3 V 1 ss �• a Advanced Accoustics Parameters 1. Unit height above ground• 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction. 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction. 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 0.0 64.5 66.5 70.0 70.0 67.5 61.0 54.0 75.4 Lw B - 48.4 57.9 66.8 70.0 68.7 62.0 52.9 73.9 LwA 26.2 _ C 0.0 32.1 34.1 37.6 37.6 35.1 28.6 21.6 43.0 Lp D - 16.0 25.5 34.4 37.6 36.3 29.6 20.541.5 LpA 26.2 Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate Packaged Rooftop Builder 1.39z Page 5 of 7 A Performance Summary For 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.39z Page 6 of 7 4 Unit Feature Sheet for 3T Project: -Untitled109 03/15/2016 Prepared By: 12:20PM There is no Certified Drawing available for this tag • Packaged Rooftop Builder 1.39z Page 7 of 7