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Plans SCHOLLS BLDG P HVAC REPLACEMENT 10300 SW Nimbus Avenue Tigard, OR 97223 CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE STRUCTURAL CALCULATIONS off` rI VLMK Project Number:20150477 Permit#t t tie- Address: • ri Suite#: Reitmeier Mechanical By: r,��%;�I� � Date: qIl 57-- 19570 SW 90th Court Tualatin, OR 97062 OFFICE COPY RUCTU, ����p PROFESS „pc IN / 4t 3"-f •/1115 R GON ry v' 15� 200 SON c. S P\*" EXPIRES: 6/30/20 16 Prepared By: Dylan Moore,Structural Intern September 1,2015 ENGINEERING i DESIGN Structural Calculations:Scholls Bldg P—HVAC Replacement DC-1 Project: Scholls Bldg P— HVAC Replacement Project Number: 20150477 Project Address: 10300 SW Nimbus Avenue 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-4 Structural Calculations C-1 thru C-8 Reference Information (Asbuilt Roof Plan) R-1 thru R-16 DESCRIPTION OF PROJECT The 'Scholls Bldg P—HVAC Replacement' project consists of the replacement of (4) rooftop HVAC units on an existing building in Tigard, OR. This package includes structural details outlining the installation of the new units and adapter curbs, and calculations verifying the units' support and anchorage to resist gravity, wind, and sesmic forces. ***LIMITATIONS** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. 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. G:\ cad2015\20150477\02 Calculations\20150477 DC.dorx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vIrnk.com Structural Calculations:Scholls Bldg P—HVAC Replacement 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, P1 25 psf Snow Drift As Required Dead Loads Roof(Panelized) Roofing (new and future) 4.0 psf Insulation 1.5 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2x4 at 24") 1.2 psf Purlins (4x 16 DF#l at 8' O.C.) 3.0 psf Glulam Girders 1.0 psf Mechanical and Electrical 1 .0 psf Miscellaneous 1.5 psf Total Roof load 15.0 psf Additional Loads RTU B-4 (607 lb unit +49 lb economizer) 656 lbs RTU C-1 (671 lb unit + 155 lb adapter curb + 49 lb economizer) 875 lbs RTU C-2 (337 lb unit + 130 lb adapter curb) 467 lbs RTU D-1 (607 lb unit) 607 lbs Wind Ultimate Design Wind Speed, V„p 120 mph Nominal Design Wind Speed, Va,d 93 mph Risk Category Il Wind Exposure B Internal Pressure Coefficient GC,, = +/-0.18 Seismic location latitude 45.445039 Longitude -122.786070 Seismic Importance Factor, le 1.0 Risk Category II Mapped Spectral Response Accelerations 5, = 0.974 S, = 0.424 Site Class D Spectral Response Coefficients Sd, = 0.721 Sd, = 0.446 Seismic Design Category D Component Anchorage Factors ap Rp IF S2c HVAC Equip 2.5 6.0 1.0 2.5 G:\Acad2015\20150477\02 Calculations\201504/7 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vlmk.corn • APPROXIMATE LOCATION OF RTU D1 g �! BEING REPLACED `_ c, (TOTAL WT OF NEW RTU=607 LBS) -- 0\ ws - \v"' \ r APPROXIMATE LOCATION OF RTU C-2 V• .` r' BEING REPLACED i• .ssi .... ...• (it it ' Iiiii,(TOTAL WT OF NEW RTU=467 LBS) rte' `► 10300 SW Nimbus Ave S . ■ e ■\ -. \ APPROXIMATE LOCATION OF RTU B-4 \ �-- BEING REPLACED • t® ',, (TOTAL WT OF NEW RTU=656 LBS) \ \ ,• \ \ r J • t1 APPROXIMATE LOCATION OF RTU C-1 : + BEING REPLACED ' (TOTAL WT OF NEW RTU=875 LBS) O b_. a >..I r I t AREA OF WORK t ±*: ' 1 , 4 'l'! / / , , \ ` ,. \ `� 1 ` 1 /hI� AERIAL VIEW . Jil l Nprr SCHOLLS BLDG P - HVAC 20150477 AUG'15 10300 SW NIMBUS AVENUE DCM JCS V L II I( TIGARD,OR 97223 °rur. ENGINEERING + DESIGN AERIAL VIEW S-1 3933 SW Keay Avenue Portland,Oregon 97239 I te1:503.222.4453 I fax:503.248.9263 I www.vlmk.00m EXISTING 2x4 SUB-PURLINS AT 2'-0"O.C.,TYPICAL z cc a a v _ w NEW OR EXISTING 4X6, USE SIMPSON'HUS46' a FACE MOUNT HANGER I— EACH END (E)GLULAM GIRDER ' '' /'r' t (E)GLULAM GIRDER NEW OR EXISTING 4X6, NEW HVAC UNITS TO BEAR CUT BACK EXISTING ON EXISTING CURBS WITH SUB-PURLINS AND SECURE AND WITHOUT CURB WITH SIMPSON'LUS24' ADAPTERS FACE MOUNT HANGER - z z c 0_ 0_ w v HVAC SUPPORT FRAMING PLAN NOTE:CONTRACTOR TO VERIFY EXISTING 1/4"= 1'-0" CURB BEARS ON MIN 4X6 SUPPORTS ON ALL SIDES.PROVIDE NEW AS NECESSARY. SCROLLS BLDG P - HVAC 20150477 AUG'15 10300 SW NIMBUS AVENUE DCM JCS VLMKENGINEERING TIGARD,OR 97223+ DESIGN SUPPORT FRAMING PLAN S-2 3933 SW Kelly Avenue Portland,Oregon 97239 I te1:503.222.4453 I Iax:503.248.9263 1 vAmvlmk.com 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 .-• .y/ TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH • CORNER AND AT 12"O.C.AT SIDES, TYPICAL ;- 1:17j EXISTING UNIT .- 7 MOUNTING CURB 1-: (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING i :-,! EXISTING ROOFING - \ \ CONTRACTOR TO VERIFY \ EXISTING CURB BEARS ON / 4x6 FRAMING MINIMUM ON ALL SIDES, UPGRADE FRAMING AS NECESSARY HVAC ADAPTER CURB DETAIL 1 1/2"= SCHOLLS BLDG P - HVAC 20150477 AUG'15 10300 SW NIMBUS AVENUE DCM JCS V L M KENGINEERING TIGARD,OR 97223 °"^w" °II«E° + DESIGN ADAPTER CURB DETAIL S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I lel:503,222.4453 I tax:503.248.9263 I vnvw.vimk.com 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 .1 ill SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) i== TOTAL,(1)EACH CORNER I EXISTING UNIT ON LONG SIDES OF UNIT I MOUNTING CURB 1• (APPROX 14"HEIGHT) EXISTING ROOF SHEATHING / EXISTING ROOFING i • - \ I: \ ! CONTRACTOR TO VERIFY / \ `r EXISTING CURB BEARS ON i 1 4x6 FRAMING MINIMUM ON ALL SIDES, UPGRADE FRAMING AS NECESSARY 1 HVAC CURB DETAIL S-4 1 1/2"= SCHOLLS BLDG P - HVAC 20150477 AUGx•15 10300 SW NIMBUS AVENUE DCM JCS VL M KENGINEERING TIGARD,OR 97223+ DESIGN ADAPTER CURB DETAIL S-4 3933 SW Kelly Avenue Poland,Oregon 97239 I Ie1:5032224453 I fax:503.248.9263 I www.Nmk.com 1 V V v Lmx BY: DC itA Date: 5 4.0‘g Sheet#: C-1 ENGINEERING•DESIGN Project' C146"S )l.C■C.,, k.)AC,J°b#: 10 I 5.0 9 77 7 7 . . !. . . . . . .• ! . . !!' „i.. ' 4-.... ,r b..' I - 4 4 . 1 • 1 :: i. J -: -.4 4.. 4 : : . • • • t 0. I 0« • . .....H.L....' L.19.1 2...,:... ;.. : : .i.. P....t ... • .4_4..1... ... : . • : : . i '. trittlyvc . i •iit•Actui : L.1-1 LCK : : I ,AITI . • ; , ; ! : : -,•i 4••• --f ` • ! - -1.------1---;-7-- --i- . .•:--,'•.......'----.---:...--.- ---...-1,---i-- --.:----.---.1.-: I 1 i-k'i ; 4 : • : 4 ; - . : : j- 4 4 . . ; .; : . 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'•\: -•• 1 -I 1 + 1- ; • : . . : -) -I- 7 i .. i : i .: , - • : - 7 .7 : 1 i • i - : : • 1. 1 . : : . i , : , . : ; : • .: :. : ..k.,... 4,./1... i- -: : -, .1 -4-4 4 - . : . : ; : , •1- i : i ; 4 i - • : : : : -i• :. - • i - •. 4. \-41,1-70e-JA-4---, ! : • . • : . : ..•.; ....,• • : ! 1 i A 1 i : • : . . . - .. .. : 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vImk.com 1 1 C - 2 Wood Beam File=G'IAcad2 01 51201 50 4 7 710UPF0W-712W01VC-C.EC6 ENERCALC,INC.1983-2015,Build:6.15.7.30,Ver.6.15.730 • Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: EXISTING PURLIN PROPOSED MOMENT 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 2,100.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 2,100.0 psi Ebend-xx 1,900.0ksi Fc-PrIl 1,700.0 psi Eminbend-xx 690.0ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : Select structural Fv 180.0 psi Ft 1,000.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.+8) D(0.12)S(0.2) + + '* 4x16 Span=25.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=8.0 ft Point Load: D=0.3280 k @ 6.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.952 1 Maximum Shear Stress Ratio = 0.525 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 2,299.27psi fv:Actual = 108.75 psi FB:Allowable = 2,415.00psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 12.226ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.900 in Ratio= 333 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 1.502 in Ratio= 199 Max Upward Total Deflection 0.000 in Ratio= 0<180 V_1 l . V L MK Projet:t:SCWoLis [3 L.D4 P 4uAuob#: �O S -O {77 By: 3C/1 Date: g/.2 0 f Sheet#:--3 ENGINEERING•DESIGN • r • • .. ... l -;.. .t. 1, tititt &Gk. ....... a (mss C-.1 s t 1: : : 1 1 1 :• off: ! Est=~ a' • . : : : :vv r" c's-, PSt(3 6) 1.4.! ' a •fol,F • • I i I• s • 'Cit. 61V__i.:A£NT'•: 7.5.41{-3`S.. 1 ._-_ ; ate. , : : : 4 ,. t : •• : : L._E. . 3 i lig i.. : j L .i. � : i' • • ... F... •_ '. _ t .. • _.. f ' i yr • : 111 /li/ I ' • __f to r/N©M _.....W.. t.. .. �.•• f jT !4 t I- 1 . i . f i ._,..... "'-- . .. . ... I +-- tti .18:: , -1..- .. • �ti3 ro 3`(cr .:3: : I i --4 : r , ; : : r B i : : : : :.4)korcs : 6 1 filli,V,4144: Tt i : PM NE . .. aj� :.D ..t.__:- • 1._.7w. I te .� .!.-._ � .. ..., _ , •. am. Q- ... • . . _ _ .. • . . •^-�•±-}--•---y }--a-r. rs .. ..a _ .......__.. _...; __ _ i • ....... .. - • : s i • r... .. ... ..•._.... ; •t • I . �4• i . : : 9+i Y s ••. . t f 3933 SW Kelly Avenue Portland,OR 97239 td:503.222.4453 fox:503.248.9263 www.vImk.com C -4 General Beam Analysis — File=GAc ad2p1512015047TUUPFOW-712WOIVC-C.EC6 ENERCALC,INC.1983-2015,Build:6.15.7.30,Ver:6.15.7.30 Lic.#:KW-06002728 Licensee :VLMK CONSULTING ENGINEERS Description: EXISTING GIRDER PROPOSED MOMENT General Beam Properties Elastic Modulus 0.0 ksi Span#1 Span Length = 30.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 D)03754,Sf0625) D(012H) Span=30.0fl Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=25.0 ft Point Load: D=0.3280 k @ 10.0 ft DESIGN SUMMARY Maximum Bending= 114.145 k-ft Maximum Shear= 15.219 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 14.850ft 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 3.959 in 90 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 6.429 in 55 Max Upward Total Deflection 0.000 in 0 8/27/2015 Design Maps Summary Report ass Design Maps Summary Report C - 5 User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) ' Site Coordinates 45.44504°N, 122.78607°W Site Soil Classification Site Class D - "Stiff Soil" tt Risk Category I/II/III .I I 15000m ��. 4`��� t1 Aloha G 26 0 B.averton sraz �� 941V CI 4 : 41i :,, Mitwaukie .1, o 1� al a a N R T H Q $ch.olls O OKtng City U sham , A M E R I ``, A O % - otet T latin mapquest 042015 MapQuest Shine wia 02015'Op ,.,,,. m MapQuest USGS-Provided Output SS = 0.974 g SMS = 1.081 g Sos = 0.721 g S1 = 0.424 g SM1 = 0.669 g SD1 = 0.446 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.88 1.10 0.80 0.55 0.72 0.88 0.64 0.77 0.56 T 0.66 Or 0.48 R 0.55 {n 0.40 . H 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.08 0.00 0.00 D.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T(sec) Period, T(sec) For PGA,,,, T„ CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sunmary.php?template=minimal&latitude=45.445039&lorgitude=-122.78607 8siteclass=38riskcategory=0... 1/2 1 V L M K Project Scholls BIgP HVAC Job**. 20150477 By DCM Date 8/2015 Sheet a: C-6 ENGINEERING.DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. NI Rights Reserved. Wind Loads on Rooftop Structures and Equipment - Worst Case RTU C-1 Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 .ptt` TYPICAL SCREEN WALL -// i0 -/ Fv oFp� �z 44 lipo TYPICAL MECHANICAL UNIT � � Fh H E�'.`ON H �\� Ne h DESIGN INPUT B = 140 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 3.40 ft Height of Rooftop Structure or Equipment Width = 6.20 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 3.70 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 18.4 ft Height to Top of Structure or Equipment N./tilt = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] z9 = 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] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qZ = 0.00256KZKztKdV„n1 [Equation 29.3-1] qz = 22.0 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase &Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Af = 21.08 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 22.94 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) • B*h = 2100 sf Building Area Normal to the Wind Direction Ft, = q h(GC,)A f [Equation 29.5-2] Fh = 879 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) F„ = gh(GC r)Ar [Equation 29.5-3] At F„ = 755 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) p„ = 32.9 psf Vertical (Uplift) Design Wind Pressure 3933 SW KellyAvcnuc Portland,OR 9/239 to!:503.222.4453 fax:503.248.9263 www.vtlml:.ron VVLMK Project Scholls BIgP HVAC )ob# 20150477 By: DCM Date: 8/2015 sheet#. C-7 ENGINEERING , DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - Worst Case RTU C-1 Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: x SDS = 0.721 g Design Spectral Response Acceleration S2 = 2.5 Overstrength Factor[ASCE7 12.2-1 or 15.4-1] 3 4 Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] SCR Y Rp = 6.0 [ASCE7 13.5-1 or 13.6-1] yc9 Ip = 1.00 [ASCE7 13.1.3] • z = 15 ft Attachment height from base of structure • ' 2 h = 15 ft Average roof height of structure from base XI Wind Parameters: PLAN VEW PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.0W Pupurr = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: Wp = 875 lbs Total Weight zcg� `1' X = 74.0 in Base Dimension (max) ' 1 Y = 44.0 in Base Dimension (min) SIDE VIEW Z = 41.0 in Height of Unit Zcurb = 25.0 in Height of Curb, where occurs Load Combinations: X, = 39.0 in Center of Gravity Seismic: Wind: Yea = 23.0 in Center of Gravity (0.9-.2SDS)D + S1E 0.9D + 1.0W Zia = 17.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic: 0.4a S W (1+21 F�, = " °S ° = 315 lbs <_ 1.6S„SI pWr = 1009 lbs OK R°lIP >0.3S,s1 pW,, = 189 lbs OK Base Shear, QV„E = 789 lbs Seismic, QE Wind: V„w = 1414 lbs Wind, 1.0W V,,,BASE = 1414 lbs Wind = 849 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = -0.05 in e„ = 0.15 in 1 39 1521 23 529 Mx_x = -39 in-lbs M _ = 118 in-lbs 2 35 1225 23 529 Y Direction X Direction 3 39 1521 21 441 V1,3 = 197 lbs V1,2 = 199 lbs 4 35 1225 21 441 V2,4 = 197 lbs V3,4 = 198 lbs 5492 1940 Wind: V1.2,3,4 = 354 lbs Max V,,,ANCHOR = 354 lbs Wind • = 212 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Ma = 33121 lb-in Seismic, nE Net Tension: Tx* = 315 lbs Mres.x = 23146 lb-in Seismic, QE Ty* = 528 lbs Mres,v = 13888 lb-in Seismic, QE Wind: Mot = 46673 lb-in Wind, 1.0W Max T„ ANCHOR* = 528 lbs Wind Mres,x = 27563 lb-in Wind, 1.0W = 305 (ASD) Mrs v = 16538 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kclly Avcnuc Portland,OR 9/239 tcl:503.222.4453 fax:503.248.9263 www.vlmk.com 1 .:4 VV Project: Job#: )O By: Dc M Date: 260 IS. 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I : i : : : i i i : : . 4 : ::, : : : I '. 1: .:,.. ...1 r---.- .--7-1-77- 1.-. ..-- 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com • 5T 208-3 Project: -Untitled87 01/12/2015 • Prepared By: 08:55AM, • RECEIVED JUL 2 7 2015 5T 208-3 CITY OFTIGAltb BUILDING DIVISIO11 Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39n Page 11 of 34 l Unit Report For 5T 208-3 Project: -Untitled87 01/12/2015 Prepared By: 08:55AM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48KCDA06A2A5-0A0A0 Unit Length• 6'2.375" Unit Size. 06(5 Tons) Unit Width. 3' 10.75" Volts-Phase-Hertz: 208-3-60 Unit Height: 3'5.375" Heating Type. Gas *** Total Operating Weight 607 lb Duct Cfg• Vertical Supply/Vertical Return Low Heat *** Weights and Dimensions are approximate. Weight does Single Stage Compressor Models not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Return Air Filter Type. Throwaway Return Air Filter Quantity. 4 Return Air Filter Size. 16 x 16 x 2 Unit Configuration Medium Static Option Belt Drive Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) 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 48KCDA06A2A5-0A0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Packaged Rooftop Builder 1.39n Page 12 of 34 Certified Drawing for 5T 208-3 Project: -Untitled87 01/12/2015 Prepared By: 08:55AM NOTES: UNITED •.0.101 INN "IS 0KWCIR 11 111[7101[17$OF 04"1"."4"""" 1NIN1SSICO 07 1111 IA111K3 ON 100r[NTE 1. DIMENSIONS ARE IN INCHES DIMENSIONS - -- TECHNOLOGIES e1CYK.n A11 1lunl14$!0x1 011[01111N111a IT 1 7x1 0010 101 CO1111TATC Pm 71077/0[IN IN I J ARE IN MILLIMETERS. UNIT .1 K II PHASE) K(3 PHASE$ CARRIER $221 CoAr0111111$INI1nN°ie71111, p°N AIFgR tA1t10 10c01101102£ 1111! 18NC 01 13$430 II if8 14 7/8 Z. CENTER OF GRAVITY (3771 13171 CONNECTION SIZES 48KC 05 33 3/A '1'317118 18 S/8 A 1 3/8'1351 DIA FIELD POWER SUPPLY HOLE J. DIRECTION OF AIR FLOW 18171 [1721 /BKC 06 /1 3/8 I/7/8 18 5/8 8 2' (501 DIA POWER SUPPLY KNOCNOUT 170511 1111! 11121 C 13/4'1511 DIA GAUGE ACCESS PLUG D 710'1221 DIA FIELD CONTROL MIRING MOEE 33-718 18161 E 3/4".14 NPT CONDENSATE DRAIN F 1/2•-11 NPT GAS CONNECTION 1 ••� 0 2 1/2' 1641 DIA POWER SUPPLY KNOCK-OAT J2-1 l/ , ECONOMIZER WOOD t6 18181 (OPTIONAL) 11061 FILTER ACCCSS PANEL 4, 1 TNRU-TAE-BASE CHART 11001-LCSSI COMP THESE HOLES REQUIRED FOR USE • ACCESS CONDENSER •PANEL I COIL - CABTMPWP001All,003101 INDOOR COIL ` THREADED WIRE ROOD HOLE C THREW SIZE USE SAES IMA1.i ACCESS PANEL I (( \ N 112' ACC. 7/8'122.2] !s-5/1 10-7/8 ♦ R 112• 241 7/8.122.21 ,I 25-SI 12771 1 • Di" (001,003) POWER 1 118. 128-Q _ y RCTURN AIR RETURN l__iil_lRl111R�-1∎ 44 • \U''„1;`1 li I/I I' AIR 2••• 10031//2•FPT GAS 7 3/t0. 1)0.01 111171 \\\ / 1111 I FOR•TXRU•THE-BASEPAN'FACTORY OPTION, ANDLE 2-5/8 �� ��� I FITTINGS FOR ONLY 8,1, 1 Z ARE PROVIDED BACK 1671 -�� u TOP _=� E ALT :TN • SELECT EITHER 3l1.OR I/O' CONE •W CONDENSATE 1 FOP POWER. DEPENDING ON HIRE SIZE •K DRAIN OPENING WIDTH i ( 1 Y •• 10011 PROVIDES 3/4'FPT TARE CURE JJ •Z IN BASEPAN SUPPLY 26-1/2 •21-318 FLANGE 8 FITTING. 18-I/0 , AIR 16771 17171 SUPPLY• C/S!1 :� AIA I 16-1/8 11-1/1 12721 (11+1 1313] [3121 SEE [ 1 1/ A o1 1 II ,, 6,.11511 V\ x ' • 3-3/8 --- 12-1!0 --- 1851 25 LUC 13071 16781 11001 HOOD ^18-1/2--- K TOP 11701 1-S/8 10-5/7 11181 (2651 Iii,,, 1 1121 LECTRICAL a .. n _ C 1 DISCONNECT =7._ LOCATION , CONDENSER CONTA01 BON INDOOR OWNER COIL — . I1 ACCESS PANEL ACCESS [SAT IL TER COMO0 510 DRAIN 7 25-v6 _ MO' -_ i 1M111. (638] (U` OUTSIDE I OPTIONAL — { I 3!1 1 , RCTURN AIR iACTORf OPTIONAL I/111 AIR \ 41011 �� 19-1/2 11-3/8 INSTALLED — (ASTRAY ANNIE SUPPL7 AIA CONVEMIENCC I__ I I 1911 INSTALLED 12011 I — oUTI[i —I 11 DISCONNECT � { J I ; _._— .•Q ' 1 153911 I_ ,I 11661 0(] n� •U. (](]' 11551 gm. l 3-3/4 HANDLE 8-3/8 f 6.518— L 7 `6 195] 46-3/1 3D-1/0 12131 [1691 IIT1] 1152] 111871 17611 26-7/8 74.54 118881 IAA21 31.1/4 BAROMETRIC 1 RELIEF 793] LEFT SUPPLY 4 FLOW FRONT All A�RUNN RIGHT 3X[11 int 11MMr1111 486C 04-06 SINGLE ZONE ELECTRICAL KW 1of2 09-16-14 - COOLING WITH GAS HEAT 486C000281 Packaged Rooftop Builder 1.39n Page 13 of 34 Certified Drawing for 51 208-3 Project: —Untitled87 01/12/2015 Prepared By: 08:55AM UNITED r.0 so[use IIl3 run Is 111,17;4,%,m770,13,.a SIMIISIM Or II[SI MA.MS M 0a 11S IECHNOLOG]E5 s110aps1.II �N tO itl[YIN IONS 101 CMSIIIYto 11R1 r[IIM STD. UNIT CORNER CORNER COAA[A CORNER CARRIER I)rxt cM t st all Mr t Il s[lM[0 M MP u* s[[IP1u[t M WII[T, UNIT WEIGHT WEIGHT Al( WE1681(B) WEIGHT(C) WEIGHT (DI C.6. XEIGXT la's-ma COMM LBS. KG. LBS. K6 LBS. 1G. LBS. KG. LBS. KG. K 1 2 48111 04 490 222 120 54 111 50 125 56 135 N 35 3/4 19081 24 3/4 18261 IB 7/8 14791 4811 05 544 216 130 56 126 37 112 64 146 66 36 3/4 11331 21 3/4 16281 IN 7/8 14791 4931 01 597 270 141 4/ 156 70 1511 71 142 64 39 I/O 19931 23 1/2 15971 20 1/8(511] •STANDARD UNIT WEIGHT IS WITH LOW GAS NEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER 10 THE PR000CT DATA CATALOG. CORNER A CORNER 8 6fi'alt\I ,L1r , /,/ S CORNER D CORNER C TOP 3s— .7 I hd . .a C� i goo • • o 01 FRONT VIED I MK srnamu 48HC 04-06 SINGLE ZONE ELECTRICAL 48X0000281 2062 I 09-16-14 COOLING WITH GAS HEAT Packaged Rooftop Builder 1.39n Page 14 of 34 . ^ Performance Summary For 5T 208-3 Project: —Untitled87 01/12/2015 Prepared By: 08:55AK4 Part Number:48KC AR| SEER. 14.10 Base Unit Dimensions Unit Length. 74.4 in Unit Width: 46.8 in Unit Height. 41.4 in Operating Weight Base Unit Weight _---'----'—_ 597 lb Medium Static Option Belt Drive: —'--- — 10 lb Total Operating Weight. 607 lb Unit UnhVobagm-PhosaHa�z'' 208'3'60 Air Discharge. Vertical Fan Drive . _----- Belt Actual Airflow. — ------_ --'—_-- -------2O0V CFM Site U ft Cooling Performance Condenser Entering Air DB. — 95.0 F Evaporator Entering Air DB 80.0 F Evaporator Entering Ai,VV8:, 67.0 F Entering AirEntha|py• — 31.44 BTU/|b Evaporator Leaving Air DD.---------'—'—'--_'— 58.8 F Evaporator Leaving Air VVB.--'—_------'--'--__'---_—'— 57.3 F Evaporator Leaving Air Enthalpy:'— — _'24.57 BTU/|b Gross Cooling Capacity. 61.84 MBH Gross Sensible Capacity. 46.23 MBH Compressor Power Input. 5.19 kW Coil Bypass Factor 0.058 Heating Performance Heating Airflow- 2000 CFM Entering Air Temp:'--___—_--___—__—__''—_----'__'_---- --- 70.0 F Leaving Air Temp. _---'—'—'------_'—_—' ---- 95.9 F Gas Input Capacity. __-_------'----_---.—'--------'—_--.—_--'—_---_---- 72.0 MBH Gas Heating Capacity- 56.00 MBH Temperature Rise. ---_.—`_—_--'—'—_—_'—_- __---_--__—_ 25.9 F NOTE. Second Stage Supply Fan External Static Pressure 0.75 inwg FanRPM• 1303 Fan Power. -__.__.__--'-- '—' 1.34 BHP ^ NOTE. Selected|PKM RPM Range: 1035-1466 • Electrical Data • Voltage Range. 187'253 Compressor#1 RLA: 15.9 Compressor#1LRA. _______—____-_—_--------__.--__- — —___—__-_ 110 Outdoor Fan Motor Qty. ____'_'___—___—___'_ _—_- 1 Outdoor Fan FLA(ea). 1^0 Indoor Fan Motor Type. .MED Indoor Fan Motor FLA. ----__-_---'_--'-__'-_-_-'-----�^� Combustion Fan Motor FLA(aa).—_______—_-------'--__'__''---_.____--_._--_—' 0.48 Power Supply MCA. —_—'-- ----__'_ 30 Power Supply MOCP(Fuse orHACR). ------'—'---'_—_-----'-----_—'—_--'_'--- 45 Packaged Rooftop Builder 1.39n Page 15 of 34 Performance Summary For 5T 208-3 Project: -Untitled87 01/12/2015 Prepared By: 08:55AM ' Min. Unit Disconnect FLA. 30 Min. Unit Disconnect LRA• 185 • Electrical Convenience Outlet. None Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 88.1 87.6 87.5 125 Hz 83.2 80.2 82.5 250 Hz 76.3 67.4 76.1 500 Hz 71.9 64.5 73.6 1000 Hz 68.5 63.8 71.3 2000 Hz 62.9 57.9 67.1 4000 Hz 64.7 53.8 64.1 8000 Hz 60.4 46.6 60.0 A-Weighted 75.3 69.8 77.0 Advanced Acoustics \ 0 • .....�� k 0 4% 141 O 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 87.5 82.5 76.1 73.6 71.3 67.1 64.1 60.0 89.2 Lw B 61.3 66.4 67.5 70.4 71.3 68.3 65.1 58.9 76.7 LwA C 55.1 50.1 43.7 41.2 38.9 34.7 31.7 27.6 56.8 Lp D 28.9-34.0 35.1 38.0 38.9 35.9 32.7 26.5 44.3 LpA 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 Packaged Rooftop Builder 1.39n Page 16 of 34 Performance Summary For 5T 208-3 Project: -Untitled87 01/12/2015 Prepared By: 08:55AM • 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 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. FanCurve 18 1 16 u3i 12 901 ■, �,�_��..,■ 70. 1•11111111MMESIIIM C6 Mr" =- 01 Err' 0.:x-1. EM CO CO CB C6 09 12 15 18 21 24 27 3) 33 fl kw(CFM-Thousands) RPM=1303 BHP=1.34 MaximumRPM=1585 MaximumBHP=2.90 Note:Pleasecontactapplicationengineering forselectionsoutsidethe shadedregioa SC-SystemCurveRP-RatedPoint Packaged Rooftop Builder 1.39n Page 17 of 34 Unit Feature Sheet for 5T 208-3 Project: -Untitled87 01/12/2015 Prepared By: 08:55AM • (arrieI Weather Maker — 48KC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS-14 SEER 3.4,5 TONS STANDARD FEATURES INCLUDE: _ R■ • Puron(R-410Ar HFC refngerant O _ • Meets and exceeds ASHRAE 90.1 energy efficiency levels . • Scroll compressors*nth internal knit break and Overload protection _ r • Single-stage cookng capacity control • SEER'supto14.0.EER'supto12.0 • Acwtrol'•refrigerant metering system �.. Ami • Exclusive non-corrosive composite condensate pan n accordance with ASHRAE Standard 62.sloping design.side or center drain • Standard cooing operation up to 1 15•F(46•C)and down to 40•F(4•C) - down to 25•F(-4'C)with winter start kit. • Pre panted exterior panels and prmer-coated interior panels tested to 500 hours salt spray protection • Fully insulated cabinet • Exclusive IGC solid-state control for on-board diagnostics with LED error code designation burner control logic and energy saving indoor BRAE fan motor delay y ��� • Low NOx models that mast Ca kfomu A.Quality knanagament • Induced draftgas heat combustrondesign COMPLIANT • Redundant gas valves with up to two stages of heating • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: • Access panels with easygrp handles • Innovative easy starting.no-soc screws on unit access panels • Two-inch disposable return ail filters and Tool-less finer access door WEATHERMAKER SERIES • Direct Drive—ECM indoor motor a standard with opvonalbelt dove systems WeatherMaker 48KC p4-SEER) units are one-piece gas •Terminal board facilitating simple safety crtcuR troubleshooting and heating.electric cooling units that are pre-wired and charged simplified control box arrangement with Puron (R-410)refrigerant. They are factory tested in both • Exclusive IGC solid-stole contro Ifor on-board diagnostics lath LED heating and cooling modes.and rated in accordance with AHRI error code designation.burner contiol logic and energy saving indoor Standards 210/240. WeatherMaker units are designed in fan motor delay. accordance with UL Standard 1995. and listed by the Underwriters'Laboratories INSTALLATION FEATURES •Thru-he-bottom power entry capability • Single port gas and electricconnectrons • Ful perimeter base rail with bua-n rigging adapters and fork slots Approved and certified by: • Field convertible from vertical to horizontal airflow !•.`°I tr+rir:tD STANDARD WARRANTY: • 10-year heat exchanger—l5-year stainless steel option worriaaaoww.e • 5-yearcorrpressor 11aaMwa•ar• • 1-year parts C (12) US ortinillibronit oulliononloito • Many optional upgrades available • M•a D"�"a OPTIONS INCLUDE BUT ARE NOT LMTED TO: •••••••"'••••• • PrermerLnk and RTU Open Multi ProtocolDOC Control • Supply and Return Air Smoke Detectors.high state motors • Louvered condenser coil guards • Disconnect switch and convenience outlet options • Stainless Steel hest exchanger option • • Corrosion resistant coil coatng. Certified to ISO 9001 • High static motor options • Patented Humidi-MZera adaptive dehumidification system The option also includes Motomuster I controls • Hinged access panels • Integrated economizer system.Standard and Ultra Low Leak versions For a complete list of options and accessories refer to the Product Data Catalog forthis unit Rooftop Builder 1.39n Page 18 of 34