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Plans HVAC SCHOLLS BUILDING S State of Orag.,_ 10565 SW Nimbus Avenue Tigard, OR ❑ Concrete and fioe2lorcing Stsel ❑ Bolts Ins alIO in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcirrar 3k i a Prestressing Steel Tendons MI-Structural Welding 5 $HUT" S- STRUCTURAL CALCULATIONS Q Hir-Strorral Nhtc,lti VLMK Project Number 20190692 ❑ Reinforced Gypsum Concrete ❑ Insultttir C ncrets Fill ❑ Spray Applied Fire-ResiaWe Materials Reitmeier NVA( ❑ Film s, Or';;c:Pier_and Caissons 19570 SW 90'6 G Tualatin, OR 97062 ❑ ❑ F �;,> .:',:c avatien and F illirg CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE 0j� APpro� � �:Rip / IW 1,11 OTC.. EFtif-ei `Permit 6359P'Aciclress: jjzsLS6 H hJti 2/16/19 �.i f'1 7 :•EGO'r ry Suite #: Q f;r: ` Data 99N 15, 2�SO �� N c. S P� EXPIRES: 6/30/2020 Prepared By: Austin Brown,EIT V L M K December 16,2019 ENGINEERING + DESIGN OFFICE COPY Structural Calculations:HVAC Scholls Building S C( Project: HVAC Scholls Building S Project Number: 20190692 Project Address: 10565 SW Nimbus Avenue Document: Structural Calculations for Tigard, OR Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-6 Structural Calculations C-1 thru C-8 Reference Sheets R-1 thru R-6 DESCRIPTION OF STRUCTURAL SYSTEM This 'HVAC Scholls Building S' project consists of the design of the support and lateral anchorage of the new roof top HVAC unit at the site located at 10565 SW Nimbus Avenue, Tigard, OR. The new HVAC unit is to replace an existing unit at the same location on the roof. • ***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. B4cad2019\2019069Nalculotions\20190692 dc.docx 3933 SW Kelly Avenue Portland,OR 91239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com Structural Cakulations:HVAC Scholls Budding S 2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Dead Loads Additional Loads Existing Unit (To Be Removed) 2200 lbs Existing Curb 200 lbs New Unit 2444 lbs Adaptor Curb 424 lbs Wind Ultimate Design Wind Speed, V„Ir 120 mph Nominal Design Wind Speed, Va,d 93 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GCpi = +/- 0.18 Seismic Location Latitude 45.443676 Longitude -122.786063 Seismic Importance Factor, le 1.0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.973 Si = 0.424 Site Class D Spectral Response Coefficients Sdh = 0.721 Sdr = 0.446 Seismic Design Category D Component Anchorage Factors ap Rp l S2o HVAC Equip 2.5 6.0 1 .0 1 .0 G cnd2019 2019069hakulotions\20190692 dc.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox:503.248.9263 www.vImk.com EXISTING UNIT WEIGHING 2200 LBS WILL BE REPLACED WITH A NEW UNIT AND ADAPTOR CURB WEIGHING 2900 LBS. 4 �, .! r ., s ; ti� r • "� a{'Q.. r — 1 ,iT elf ( y ti 4' ' ,0-4..„, ,„ 4 w'wqe � L .]�'u - L .� x xti �/ ' d ' kiE V. .4 ye% 4 f t .rs, ''' i i . s '.p L 7 t, 41'' .'' • ° � L 1 ,IP \ EAERIAL VIEW _'� N.T.S. aerial a_ 0 f0 rn 0 N I N HVAC SCHOLLS BLDG S 20190692 12/2019 II 10565 SW NIMBUS AVENUE AGB JCS VL M K TIGARD, OR oa NIA CHECKED ENGINEERING + DESIGN AREA OF WORK S-1 3933 SW Kelly Avenue Portland,Oregon 9723911e1 503.222.44531 fax 503.248.92631www.v9nk.con1 8 EXISTING 2x6 SUB-PURLINS AT 2'-0" O.C., TYPICAL NEW OR EXISTING 4x8 WITH SIMPSON'B48'TOP FLANGE HANGER EACH END, INSERT HANGER BETWEEN EXISTING 0° SHEATHING AND JOIST w NAILER (NAIL PER MFR), z TYPICAL w J CL® O w IT I— w (.0 O 0 C Z z w W a_ D w �� w— el / , .. NEW OR EXISTING 4x8 WITH SIMPSON (E) OPEN-WEB (E)OPEN-WEB 011 HANGERS PER STEEL GIRDER • STEEL GIRDER SECTION, CUT BACK EXISTING SUB-PURLINS NEW HVAC UNIT TO AND SECURE WITH i N N _ _._..N BEAR ON NEW OR SIMPSON 'LUS26' FACE EXISTING FRAMING MOUNT HANGER b', O ON ALL SIDES _w w _ W (WEIGHT=2500#) F iH I- en 4n l co m m m -w w w z z z w w w a a - a O 0 O. W w; W I ENLARGED FRAMING PLAN a 1/4"= V-0" NOTE: ici i 0/ VERIFY SUPPORT FOR EXISTING UNIT MATCHES .` SUPPORT SHOWN. PROVIDE REQUIRED m SUPPORT IF EXISTING IS INADEQUATE. 0 N CO HVAC SCHOLLS BLDG S 20190692 12/2019E 10565 SW NIMBUS AVENUE AGB JCS TIGARD, OR °..F" V L M K ENGINEERING + DESIGN C 3933 SW Kelly Avenue Portland,Oregon 97239114503.222.4453I fax 503.248.9263 Iwww.vknk.com PLAN _7 • S-6 —11411 HVAC UNIT AND CURB / BY OTHERS / SIMPSON 'HUS48' FACE MOUNT HANGER / TYPICAL ` 1 1 \-FRAMING PER PLAN, • TYPICAL 1i S I EXISTING OPEN-WEB STEEL JOIST BEYOND,TYPICAL 1 HVAC SUPPORT DETAIL o NOTE: ,;, VERIFY SUPPORT FOR EXISTING UNIT MATCHES SUPPORT SHOWN. PROVIDE REQUIRED SUPPORT IF EXISTING IS INADEQUATE. rn 0 N I Y HVAC SCHOLLS BLDG S 20190692 12/2019 10565 SW NIMBUS AVENUE AGB JCS V L M TIGARD.OR ENGINEERING + DESIGN C 3 3933 SW Kelly Avenue Portland,Oregon 972391teL 503.222.44531 fax 503.248.9263 Iwww.Nmk.corn DETAILS S-3 HVAC UNIT AND CURB / BY OTHERS / EXISTING / SUB-PURLIN / AS OCCURS WEB REINFORCING ► \-FRAMING PER PLAN PER Q ® SIMPSON 'B48'TOP FLANGE HANGER, INSERT HANGER BETWEEN EXISTING SHEATHING AND NEW BLOCKING (NAILING PER MFR) EXISTING OPEN-WEB STEEL JOIST HVAC SUPPORT DETAIL S-4 = 1'-o° NOTE: VERIFY SUPPORT FOR EXISTING UNIT MATCHES a SUPPORT SHOWN. PROVIDE REQUIRED SUPPORT IF EXISTING IS INADEQUATE. U, to rn 0 N eft N I Y VV HVAC SCHOLLS BLDG S 20190692 12/2019 10565 SW NIMBUS AVENUE AGB . JCS LM K TIGARD, OR DETAILS ENGINEERING + DESIGN 4 3 SW Kelly Avenue Portland,Oregon 97239I1ed 503.222.4453I far.503.248.9263 Iwww.Nmk.com — HVAC UNIT AND CURB �/ BY OTHERS / / / / HVAC SUPPORT / FRAMING BEYOND / -- , r /1 1 , L2x2x3/16 x REQ'D `- WEB REINFORCING / IF 4"OR LESS / WEB STIFFENER NOT REQUIRED 1110 EXISTING OPEN-WEB 3/16> 1 \EACH END STEEL JOIST 1 5 HVAC SUPPORT DETAIL S_ 1��= 1'-0" NOTE: VERIFY SUPPORT FOR EXISTING UNIT MATCHES SUPPORT SHOWN. PROVIDE REQUIRED a SUPPORT IF EXISTING IS INADEQUATE. N 6 O O N (0 N I Y z(190692 1212019 AGB JCS A,r TIGARD, OR V L M K ENGINEERING + DESIGN 3933 SSWKelly Avenue VPodland,Oregon 9723911e1:503.222.44531 fax:503.248.92631vrxw.N HVAC SCROLLS BLDG S 10565 SW NIMBUS AVENUE mk.com DETAILS S-5 • UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (2)#14 x 1 1/2" TEK SCREWS H SECURE ANCHOR TO CURB WITH (4)#12 x 1 1/2"TEK SCREWS, TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL SEISMIC HOLDOWN, (4)TOTAL; (1) EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB - TO EXISTING CURB WITH MINIMUM (4)#12 x 1 1/2"TEK SCREWS AT EACH CORNER AND AT 12"O.C.AT SIDES, TYPICAL j SHIM ADAPTER CURB AS REQ'D FOR l EXISTING UNIT TIGHT FIT. SECURE SHIMS, 1/4"AND -- MOUNTING CURB GREATER, WITH ADDITIONAL (APPROX 14"HEIGHT) SCREWS PRIOR TO PLACING CURB / EXISTING ROOFING / EXISTING ROOF SHEATHING 111 EXISTING FRAMING VERIFY THAT EXISTING CURB IS FASTENED TO PER PLAN EXISTING SUPPORT FRAMING WITH#14 SCREW MINIMUM, WITH 2" EMBED IN SUPPORT FRAMING,AT EACH CORNER AND AT 24"O.C., 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 HVAC CURB DETAIL LO S-6 11/2"= 1'-0" N I r HVAC SCHOLLS BLDG S 20190692 12/ 019 10565 SW NIMBUS AVENUE AGB JCS NYV L M K TIGARD, OR ENGINEERING + DESIGN C {6 3933 SW Kelly Avenue Portland,Oregon 972391 tel:503.222.4453I fax 503,248.9263 Iwww,Nmk.com DETAILS V-V OTC Hazards by Location C-1 Search Information C hood Fi,. Address: 10565 SW Nimbus Ave,Tigard,OR 97223,USA Rockaway Vancotrver Sew Coordinates: 45.4436762,-122.78606309999998 Garibaldi. Tinting Hdlsboroa and Elevation: fi Stale Foree st Bea non Gresham Timestamp: 201912-02T1k:09:25.8522 - s.7 tp6 Mt Hood National Forest • Hazard Type: Seismic Paolic C-ty Reference Document: ASCE7.10 G0,9e Map data 02019 Google Risk Category: II Site Class: ❑ MCER Horizontal Response Spectrum Design Horizontal Response Spectrum sale) sa(sl too (1.60 0.80 0.60 ` oao 0.40 \\` 0 0.20 .20 0.00 0.00 -- 0 5 10 15 Period(.) 0 5 10 15 Period(a) Basic Parameters Nana Value Description SS 0.973 MCER ground motion(perlod=0.2a) Si 0.424 MCER ground motion(period=1.os) Skis 1.081 Site-modified spectral acceleration value SMt 0.668 Site-modified spectral acceleration value Sbn 0.721 Numeric seismic design value at 0.2s SA SDI 0.445 Numeric seismic design value at 1.0s SA ...Additional Information Name Value Description SDC D Seismic design category Fe 1.111 Site amplification factor at 023 F,, 1.576 Site amplification factor al 1.0s • CRs 0.897 Coefficient of risk(02s) CRt 0.871 Coefficient of nsk(1.00) PGA 0.426 MCEO peak ground acceleration Fuca 1.074 Site amplification factor at PGA PGA,. 0.458 Stie modified peak ground acceleration FL 16 Long-period transition period(s) SSRT 0.973 Probabilistic risk-targeted ground motion(0.2s) SSUH 1.085 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SOD 2.107 Factored deterministic acceleration value(0.2s) SI RT 0.424 Probabilistic risk-targeted ground motion(1.00 Si UN 0.487 Factored uniform-hazard spectral acceleration(2%probabgry of exceedance in 50 years) SI D 0.695 Factored deterministic acceleration value(1.03) PGAd 0.768 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any deanealion lines made during the building code adoption process.Users should confityn any output obtained from this tool with the local Authority Having Junsdicaon before proceeding with design. Disclaimer - - • l VV L M K Project HVAC Scholls Job# 20190692 By: agb Date: 12/2019 Sheet# C-2 ENGINEERING ♦ DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2015 International Building Code and ASCE 7-10, 29.5.1 �''� TYPICAL SCREEN WALL �`� Fh s% F�Y�FO� TYPICAL MECHANICAL UNIT ‘11 Fh R6 DESIGN INPUT B = 100 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 24 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10`) Height = 5.84 ft Height of Rooftop Structure or Equipment Width = 11.83 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 7.25 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 29.8 ft Height to Top of Structure or Equipment Vuit = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] z5 = 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] K, = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] Kit = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] ANALYSIS qz = 0.002561cl< KdVutt2 [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 = 69.0872 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 85.7675 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 2400 sf Building Area Normal to the Wind Direction Fh = gh(GC r)Af [Equation 29.5-2] Fh = 2882 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) F5 = gh(GCr)A, [Equation 29.5-3] 1 F„ = 2824 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) p„ = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) 1, , VV L M K Project: HVAC Scholls Jo6P.t 20190692 By. agb Dote: 12/2019 Sheet#: C-3 ENGINEERING • DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: x Sos = 0.721 g Design Spectral Response Acceleration 4 = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] • 3 4 • AP = 2.5 [ASCE7 13.5-1 or 13.6-1] ,{1cc RP = 6.0 [ASCE7 13.5-1 or 13.6-1] SCR v IP = 1.00 [ASCE7 13.1.3] Ycg z = 20 ft Attachment height from base of structure • t 2 • h = 20 ft Average roof height of structure from base G xcg Wind Parameters: PLAN VIEW PHotu2. = 41.7 psf Design Wind Pressure (psf), 1.0W PuPLIFr = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: VG Wp = 3,067 lbs Total Weight i- X = 142.0 in Base Dimension (max) Z`9 Y = 87.0 in Base Dimension (min) Z = 50.0 in Height of Unit SDE VIEW Zcurb = 34.0 in Height of Curb, where occurs Load Combinations: Xc9 = 71.0 in Center of Gravity Seismic: Wind: Ycg = 43.5 in Center of Gravity (0.9-.2SDS)D + 52E 0.9D + 1.0W Zc9 = 33.3 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.712E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W / FP = Rp I ` I ]+2 h = 1106 lbs _< 1.6SDSI pWp = 3538 lbs OK ° r l I >_ 0.3SI5I pWr = 663 lbs OK Base Shear, 12VuE = 1106 . lbs Seismic, OE Wind: Vuw = 3454 lbs Wind, 1.0W 1/„,BASE = 3454 lbs Wind = 2072 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity =i)'� ;;; Anchor: dx dx^2 dy dy^2 ex = 3.55 in ey = 2.175 in 1 71 5041 43.5 1892.3 Mx_x = 3925 in-lbs My_y = 2405 in-lbs 2 71 5041 43.5 1892.3 Y Direction X Direction 3 71 5041 43.5 1892.3 V1,3 = 290 lbs V1,2 = 290 lbs 4 71 5041 43.5 1892.3 V2,4 = 290 lbs V3,4 = 290 lbs 20164 7569 Wind: V1,2,3,4 = 864 lbs Max Y.,ANCHOR = 864 lbs Wind = 518 (ASD) Overturning/Uplift: ,(Load applied to each anchor/corner) Seismic: Mot = 74447 lb-in Seismic, QE Net Tension: Tx* = 526 lbs Mres,x = 164581 lb-in Seismic, QE Ty* = 849 lbs Mres,y = 100835 lb-in Seismic, SQE Wind: Mot = 145074 lb-in Wind, 1.0W Max T.,ANCHOR* = 849 lbs Wind Mres,x = 195981 lb-in Wind, 1.0W = 464 (ASD) Mres,y = 120073 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 8 4 1 V LMK Project: olat ‘64, Job#: zeinovil, BY: culk, Dote. t2_i 2.0,1 Sheet 4s: C-4 ENGINEERING \AcVs. S : . I * }Nat. to wet-A ', . ! ' : ..0kt) oi. Q!.)I e4tsk ' Inu# k, liafi, Picip4- ' ..ilii'4Acit ; i•G'fa* ' . . ' ' • ' . ' i• 05 V 7. .; 1 : • . • 1 . _ . i SV't4k 7 1/2 6r . . bil- ikx4- i uo 64 I 'vit-4"j 4.47.1 '0 1-st.) 14...c .: . . . 1 . --- --+., , . .. . . 4 .6.rp: -I, *TAR . . I a . _, ---- . 02 . , --t- 78# ' . •-rr-td 4/ , ;And , • V 1/-1° ,4 4- , t ,. - ----------T ---- ----7 ..., ,... i ii ' --+ I r." } s, • '': ) ' ' ' . . , : ! 1 ' ; : i i 46,0 1.- ', ' 9t • 'i" . :•i C.r> - rt3 4" > 12-54 - Se' t44 • : , :1-614/ -)ell)' D 1 4 .C2-• ,- 1 7- scsrr-to - ; Icro.0‘. 1, :, • .; • _,_ me 41-4 404 rekoS & 2$ c I 1 * : -4,0;, . . .,",r“pitisy, , ' . • ; A ..../eAltilt ! a •;•:,'.4-,W / : •,.... - : , 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com C-5 Wood Beam Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 4x8 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+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb- 900.0 psi Ebend-xx 1,600.Oksi Fc-PA 1,350.O psi Eminbend-xx 580.Oksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling a a D(0.25) o a 4x8 IAS Span=8.0ft I Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.250 k/ft,Extent=0.0-»6.170 ft, Tributary Width=1.0 ft,(new hvac) DESIGN SU MA-Y Design OK Maximum Bending Stress Ratio = 0.668 1 Maximum Shear Stress Ratio = 0.293 : 1 Section used for this span 4x8 Section used for this span 4x8 lb:Actual = 702.97psi fv:Actual = 47.39 psi FB:Allowable = 1,053.00psi Fv:Allowable = 162.00 psi • Load Combination +D+H Load Combination +D+H Location of maximum on span = 3.796ft 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 0.000 in Ratio= D<360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.115 in Ratio= 837>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M tb F'b V Tv F'v *NH 0.00 0.00 0.00 0.00 Length=8.0 fl 1 0.668 0.293 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1.80 702.97 1053.00 0.80 47.39 162.00 Overall Maximum Deflections Load Combination Span Max."--Dell Location in Span Load Combination Max.''+''Dell Location in Span D Only 1 0.1146 3.942 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support2 Overal MAXimum 0.948 0.595 Overal MINimum 0.948 0.595 D Only 0.948 0.595 VL M K Project: ` - cctA.0 1As Job Zytl Z By: a. i) Dote: 2 Sheet tr.C-6 ENGINEERING+DESIGN S V i. • odr X' '...' cL\ act s& � - .-.. !fie -- _, ,, i • ;... 3 . .p �� *. .......... 13 E,.f2 �j - Typ I9 Q gl-ii,Af ,.. .._.__ / /�'i .. ;• • .mil 4 .l.R. - ,ja$t6`a h 1. -.-..- ....-.... ... .. _ - ..- �1;k~ 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com • C-7 General Beam Analysis Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: exist joist check,original General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 36.0 ft Area= 10.0 in^2 Moment of Inertia = 100.0 in^4 D( .6) D(0.12 6(O.2) X efik IF Span=36.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.120, S=0.20 k/fl, Tributary Width=1.0 ft Point Load: D=0.60 k @ 18.0 ft,(new rtu) DESIGN SUMMARY Maximum Bending= 157.240 k-ftl Maximum Shear= 6.060 k Load Combination +D+S+H Load Combination +D+S+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 18.000 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.000 in 0 Max Upward Total Deflection 0.000 in 0 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omege Overall MNGmum Envelope Dsgn.L= 36.00 ft 1 57.24 57.24 6.06 +D+S+H Dsgn.L= 36.00 ft 1 57.24 57.24 6.06 Overall Maximum Deflections Load Combination Span Max='Del Location in Span Load Combination Max.'+^Del Location in Span 1 0.0000 0.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 C-8 General Beam Analysis Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: exist.joist check w/new hvac General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 36.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in"4 D(1.r 34) D(0.108)S(0.2) + e e eall111111111111111111 Span 38.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.1080, S=0.20 k/ft, Tributary Width= 1.0 ft Point Load: D=1.534 k @ 9.0 ft,(new rtu) DESIGN SUMMARY Maximum Bending= ( 57.038k-ft( Maximum Shear= 6.695 k Load Combination +D+S+H Load Combination +D+S+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 16.740ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.000 in 0 Max Upward Total Deflection 0.000 in 0 Maximum Forces&Stresses for Load Combinations • Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 36.00 ft 1 57.04 57.04 6.69 +D.S+H Dsgn.L= 36.00 It 1 57.04 57.04 6.69 Overall Maximum Deflections Load Combination Span Max.-"Defl Location in Span Load Combination Max."+"Deft Location in Span 1 0.0000 0.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 R-1 Unit Report For RTU-11 Project: -Untitled231 10/28/2019 Prepared By: 11:03AM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48TCED24A3A6-6UOGO Unit Length' 11'9.5" Unit Size- 24(20 Tons) Unit Width- 7'2.625" Volts-Phase-Hertz. 460-3-60 Unit Height 4' 1 375" Heating Type• Gas ••• Total Operating Weight 2444 lb Duct Cfg. Vertical Supply/Vertical Return Medium Heat "' Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils 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 Gas Line Size. 3/4 Condensate Drain Line Size• 3/4 Return Air Filter Type• Throwaway Return Air Filter Quantity 6 Return Air Filter Size• 20 x 25 x 2 Unit Configuration High Static Option-Vertical Models Al/Cu-Al/Cu Electromechanical Controls w/W7220 Econo Controller Temp Ultra Low Leak Economizer w/Baro Relief(Vertical Air Flow Only) Standard Packaging 2-Speed indoor fan motor controlled by VFD 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 48TCED24A3A6-6UOGO Rooftop Unit 1 Base Unit High Static Option-Vertical Models Ultra Low leak Temp Econo X with baro relief,W7220 control. Meets Calf.Title 24 FDD&Leak Rates 2 Speed Fan Controller (VFD) Packaged Rooftop Builder 1.49w Page 2 of 9 OPTIONS: ortFDxeo AND TOLAHENCED PERM.n4.ew1.ee REVISIONS MATERIAL:16 gm.GAL STEEL REV. DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: I INITIAL DRAWING 7/30/09 MWG 1"DUCT INSULATION(R VALUE 3.65) 2 ADDED SUPPLY WALL 4/I5/ID MWG GASKET PROVIDED WITH CURB Approval: RETURN AIR 1 1/2"ADDED TO EXISTING CURB O.D. 777/8' �.� VERT Al 4X 50" se' o,UPPLY AIR 241/18" - 4�EXISTING CURB LAYOUT �� /1::4:':1:'-:711„'`:,,:Z:11,::;:1.::, - INSULATED 56170 PANELS -3611/16' \41'' za,rz —{ �:A� � Al CROSS L INSULATED 74+ 93/16" I PANELS _ } 77 3/4' 70 3/4' RETURN SUPPLY 1 T 1 2 1/4" f 13511/18' r r 80 5/6" ( 1 III I. _�"tip=.•I 3"—I 3"J ' 3. II 79 1l4' �{ 71 15/16" {I CURS WSW,(USA APPROVALS DATE ^^F 423.31 � DDraPs 1-4010-4158 CURB SHOWN IS CDI STANDARD CONFIGURATIONCD)RESERVES THE RIGHT TO '�' '"` WD4N"Ndm•March 09,2016ms1:43AM NLRGY EXI6I RlG CURB 00 a !^ tT560 TYLER ST NW "`""` -401 MO" CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT NERIFY SUPIIIWPIA01 OPENINGS m CDI ELNRNER,MST NW 1 4070-01SB CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. NOTE ANY CHANGES TW a91-nso �•. 1 'CALL MINA DRAWING IS O 'g..`..y 763391.7851 Lne 1:3G 'CALL WITH IF QUESTIONS OK AS IS �8 1 I x...: 1 a 3 IV physical data — 48TJ016-02$u'cR-3 CCarrier UNIT SIZE 016D/E 020D 024D1E 028D/E 208/230,460 v 575 v NOMINAL CAPACITY(tons) 15 18 20 25 OPERATING WEIGHT(lb) Unit AI/A1* 1650/1650 2150 2200/2400 2234/2413 AI/Cu* 1800/1800 2280 2330/2530 2364/2543 Cu/Cu* 1930/1930 2390 2440/2640 2474/2653 Economizer 110 110 110 110 Roof Curbt 200 200 200/213 200/213 , COMPRESSOR Semi-Hermetic Quantity 1 I 2 I 2 2 No.Cylinders(per Circuit) 6 6 6 6 Oil(oz) 115 115,88 115 ea 128 ea REFRIGERANT TYPE R-22 Operating Charge(Ib-oz) Circuit 11t 19-4 1 13-4 I 12-13 I 16-12 Circuit 2 — 11-0 12-13 15-12 CONDENSER COIL Enhanced Cop er Tubes,Aluminum Lanced or Copper Fins Rows...Fins/iin. 2...17 3...15 3...15 4...15 Total Face Area(sq ft) 17.9 22.2 I 22.2 I 22,2 CONDENSER FAN Propeller Type Nominal Cfm 10,500 10,500 14,200 14,200 Quantity...Diameter(in.) 3...22 3...22 2...30 2...30 Motor Hp...Rpm 1...1050 1/2...1050 1...1075 1...1075 Watts Input(Total) 1100 1100 3400 3400 EVAPORATOR COIL Copper Tubes,Aluminum or Copper Plate Fins Expansion Device TXV AcutrolTM' Feed Device Rows...Fins/in. 2...17 3...17 I 4...15 4...15 Total Face Area(sq ft) 17.9 17.9 17.9 I 17.9 EVAPORATOR FAN Centrifueal Type Quantity...Size(In.) 2...10 x 10 2...10 x 10 2...12 x 12 2...12 x 12 2...12 x 12 Type Drive Belt Belt Belt Belt Belt Nominal Cfm 6000 6000 7200 ,8000 10,000 Motor Hp 3.7 3.0 5 71/2 10 Maximum Continuous Bhp 4.25 3.45 5.90 8.7[208/230,575 v] 10.2[208/230,575 v] 9.5[460 v] 11.8[460 v] Motor Frame Size 56H 56H 184T 213T 215T Fan Rpm Range 1227-1559 1201-1462 1047-1251 1238-1494 1323-1579 Motor Bearing Type Ball Ball Ball Ball Ball Maximum Allowable Rpm 1559 1550 1550 1550 1550 Motor Pulley Pitch Diameter Min/Max(in.) 3.7/4.7 4.3/5.3 4.9/5.9 5.4/6.4 5.8/7.0 Nominal Motor Shaft Diameter(In.) 7/e 7.4 11 13/e 134 Fan Pulley Pitch Diameter(in.) 5.2 6.4 8.4 7.9 7.9 Nominal Fan Shaft Diameter(In.) We We Nils P/e WIG Belt,Quantity...Type...Length(in.) 1...BX...42 1...BX...45 1...BX...50 1...BX...50 1...BX...51 Pulley Center Line Distance(in.) 13.5-15.5 13.5-15.5 13.3-14.8 14.6-15.4 14.6-15.4 Speed Change per Full Turn of Movable Pulley Flange(rpm) 66 52 34 43 43 Movable Pulley Maximum Full Turns From Closed Position 5 5 6 6 6 Factory Setting 4 3.5 3 3 3 Factory Speed Setting(rpm) 1293 1279 1149 1366 1451 Fan Shaft Diameter at Pulley(In.) 136 . 13,e 17/is 17/ie 1Yie LEGEND Rollout switch is manual reset. Al — Aluminum ¶M accessory liquid propane kit is available for 48TJD/E016,481JD020, Bhp — Brake Horsepower 48TJD028 units. Refer to accessory literature for more details. Cu — Copper ***The 48TJ028 unit requires 2-in. industrial-grade filters capable of TXV — Thermostatic Expansion Valve handling face velocities of up to 625 ft/min (such as American Air Filter no. 5700 or equivalent). *Evaporator coil fin material/condenser coil fin material. Contact your local representative for details on coated fins. NOTE:The 48TJ004-014 units have a loss-of-charge/low-pressure switch tWeight of 14-in. roof curb. (accessory or option)located in the liquid line.The 48TJ016-028 units *Requires an optional or accessory controls upgrade kit. have a low-pressure switch(standard)located on the suction side. tfOn 48TJ020-028 units, Circuit 1 consists of lower portion of con- denser coil and lower portion of evaporator coil,and Circuit 2 is the upper portion of both coils. 11 Base unit dimensions — 48TJD024,028 R_4 C�,,.,.«• TYP (4) CORNEA 0 1 3/8" DIA. DRAIN HOLEeL CORNER A 0--3 7/I3 f 6--11 I.Y (212ti m. GEO I 1'-7 13/16- '-4 5/I6-+1'-4 B/Ifi+• /«0 3 1Sr16' 0'-5 I5 /16" 0• n,--I - REAR �) u19 f42U / acB7 ° (33) 6- (151) I/2 U) PLCS , -- r )(109 I!2'OIA _ l m X 2'-615/I6"rx (51)"TYP 7 • (70W 'kid: --. 2'-1 5/8" 0351) goo) 0 RETURN 5'-11 7/8" 1 5-7 3/16' OUTDOOR � SUPPLY AIR aers) a -4�A.- 5/I (1707) SECTION AIR C1753).75 gg f1021 afis) -_ VIEW Z-Z �� 7'-2 B7)e' POWER EXHAUST (ACCESSORY ONLY) ..,.........: OI 2•-2(662)I I " POWER EXHAUST (ACCESSORY ONLY) l --- 4 t 0'11 /8' (274) Lti....2 + +Z+0 (797)1• T+3'-4' ERO � J } (1016) OUTDCOOIl 2' DIA K.O. 0'-5' 7/6" DIA HOLE 0'-5Ko• ym- II(127) (22) G1) (127) 1«0'-11 15/16- (303) CORNER 8 COMER C 3' t 1 3/8" DIA CONCENTRIC K.O. ' (76) (35) ONTROL BOX 0'-2 1/4" 4 TOP FILTERS ACCESS (567) 25%AIR OR (57) 1 -`_ \CCESS FAR SIDE r--I'-10 5/18'-,' cOONIZER HOOD ..„.......... ,1.-1(s/)16' ail (1200)V4'b i i11-11I1\ /�/��/ .(T'-A i0• 3 7n 6' ` J 1002) -�1 /// 11 I III61HT 4 f II ii ) /// C� 01DISECTION A-A (SOB) ( TYP /// /j/ 1. 'B. 1 0 13.1/2" r� '-__ _L_- 4 rd. {1 �_0•�• 0.-2 Li /L.J 11OIR COIL (1021 (51) HEATEXCHANGt3(ACC S6 PANEL ALTERNATE RETURN ANDR CEN7ERECT1OBAACCESS PANEL. 3/4' FPT DRAIN CO*ECT ION (27) FAR SIDE ONLY NOTES: I D•�y � 1. Dimensions in( )are in millimeters. (102)y, I --2- 3" t 7/8 DIA CONCENTRIC K.O. 2.al Center of gravity. O'-3 I/B' ttt (5U (76) 1 (22) (FIELD POWER) (79 I 3. Direction of airflow, - - - - - 4. Du rk to be attached to accessory roof curb or adapter only. i 5. Minimum clearance: • a. Rear:7 0 (2134)for coil removal.This dimension can be reduced to 4 0 (1219 if conditions permit coil removal from the top. b. 4 0 (1219)to combustible surfaces,all four sides(includes between units). c. Left side:4 0 (1219)for proper condenser coil airflow. d. Front:4 0 (1219)for control box access. e. Right side:4 0 (1219)for proper operation of damper and power ex- haust(if so equipped). I. Top:6 0 (1829)to assure proper condenser fan operation. (76) g. Bottom: 14(356)to combustible surfaces(when not using curb or adapter). ('0 h. Control box side:30 (914)to ungrounded surfaces(non-combustible). i. Control box sitle,36(1067)to block or conaele walls,or othergrountletl 0'-101F4"�� Q603 surfaces. �I __i j. Local codes or jurisdiction may prevail. ��._ 6. With the exception of clearance for the condenser coil and the damper/ 3 5/B't 1 3/B" OIA CONCENTRIC K.O. —� power exhaust as Stated in Note No.5,a removable fence or barricade W-2 7/8' I (92) t (35) (FIELD POWER) 0'-3" requires n0 clearance. (73) IIF 7/8 DIA K.O. (CONTROL) (76) 7. Dimensions are from outside of corner post.Allow 0-544 (8)on each side 0'-3 7/8+ (22) 1 1/4" DIA HOLE for top (98) 1 1/2' DIA K.O. (6A5 ENTRY) 3/4' NPT 1321 panel drip edge. 1"-3/I6+ GB) (3 CORNER WEIGHT' UN°-2c514i-. a (1676) Op A B C 0 DIMENSION X e'-5 I/2" Lb Kg Lb Kg Lb Kg Lb Kg FWn. nun (1969) 024 520 235 508 230 532 241 640 290 3-2 965 028 527 239 545 247 578 262 600 272 3-7 1092 `Weights are for unit only(aluminum plate fins)and do not include options or crating. 19 u-) 0 0- -. 0 .. (;) .. 0 - 0 0 0 0 ti . .... .... -... WITI,- r., _. 1 r_ . .11.2. , TIIII660,••••-r.:A "41*-'440.T4 1 ihm"--Ilt.m_ _s...„....... Bib. 1 ilbIPM 1 1 i ..-.'t 11111- "" , -7,:"41.1::-:40-.1...r4 'Z'S , 1 .1•66.61r. -. .... . _._ ..,-..., ... IIJ .._ „_,......-:„.... il J 1 i , a , ,,,,,-.7 .....,..„„t. , :..,A „,.. ...... . ..., .. .1 I, ---f H , . .• _ _ - 0 ,._ •-- -.. ' ' ..."L$ t >W. 41466 6 ....., ..... „.... . ..., t _ _ '..--• ® . . ' ":':- - .4??.. - '6,.• 1 - - -I- 'I' riiia............._ _ - v,„-, ...,,,,.... ............ . .. .fig- 1 A''' .- GIRCER LOAD:LNG DIAGRAMS — ® -- "F , s,e• • • .,. o• .... . /...0IST LOADING DIAGRAMS An A •". 30815 .......... ru•am magama a 61•11:06 0 6 •••• 1.16raur6oerA Arc.r..6. 6,6611 IIii/ I.- - I _ 6 r,:,..• 1 II'''I I ..' I. Is ,. 6.• 1••• e.1 J. J. J. ..r ,LI,, .. • __ 1 i I 69.. 6 6 6 1 •wrro Ar*we I I ._............. .,': 0 •, .•• . ..... r (1.1) &III I 'II66 — ...., an•• __ --..-•- . AO PLAN .1.1. .. 0 ROOF MAC i AAA 1 A •• F. .a.aa.•••-V I fa A .. ..• ..• ,...„,,„...... Nam SCALA CF DPALCNG IS: NM=f-A' e a - 0 AL •A FA•AFA•AF IA. l I. J. .1, J, i i V( N Z= ........„...... N A k --- - - - .........- -• 9 A .. ..• At., ' ...• "0"•,...°Z1g"""'•°` ' ,,,..""^"'''""••°•."•===f1AASNA:T.' 'r.'""...t.....'"'"`NAZ,'="=BANSINSIAB• ' ft.::11TAZILIWrei. ..0d000,00000.0.............. "•57B4A,MVIBT:•••••=st.enZrA''''''' ..,------------ ........................ ...................... . „,„,„,, , .........= .,................,,............. ,---,,.......... ;::*-—7y..AN MS.1;••••. u,,,,....."..4.,"2....--.......-, I — Dreg r FA.µwe c wage.,v.OPIT 666 , VAN COMELEN/LOCIJENCIA SCHOLLS BUSINESS CENTER .,1...ii. 7.- 177, . 17..% -• MACIARRIOLE/KNALF BUILDING 5 .;.•! '' TIGARD,OREGON com......ales• 'a. 1 5 3 —...—.... —,....—.,. ,.—.. ROOF FRAMING PLAN o,or . fr • --- -- - 1 ... R-6 JOIST LOADING DIAGRAMS W MFR AXIAL LOAD MARK (PLF) NO. JOISTS (TOP CHORD) O 2Y00 22K9 SaTTL/DL) 2.0 IA 2 221(9 2.0 K O \ r 1B 2 22K9 14.6 K NOMINAL SPAN= 36-0 IC 7i 22K9 31.6 K ® 22K9 31.6 k 22K9 NOMINAL SPAN = VARIES 28.1 K 200 IF a 221c9 281 K k(TL/DL) 02 300 30K4 \ / 2.0 K NOMINAL SPAN = t NCTL/DL) I 03 32112 22K6 \ / 2.0 K NOMINAL SPAN= 32-0* 0 2+ 1 LKTL/DU 2 0 K 18K3 NOMINAL SPAN= 24'-0' 14.6 K 200 05 Po 8K1 L/DL) 31.6 K \ J gKl NOMINAL SPAN=12-0' 23.1 K NOTES•, I.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND MECHANICAL LOADS. SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD 2.) IAA [B IC IF 003 .() 0 e$e HAVE ONE END SUPPORTED AT WALL 3.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED AT ANT POINT ON TOP CHORD. 4.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 300 POUNDS LOCATED.AT ANY PANEL POINT Of BOTTOM CHORD. S.) SOIST BRACING IS AT DISCRETION OF MANUFACTURER. 6.) ALL JOIST DEARING DEPTHS TO BE 2 1/2" UNLESS NOTED OTHERWISE. 1.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THRrywN BEARING SEATS, UN FC5 NOTED OTHERWISE. 8.) NO NET UPLIFT ON JOIST. RTU-11 Project: --Untitled231 10/28/2019 Prepared By: 11:03AM RTU-11 Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.49w Page 1 of 9 Unit Report For RTU-11 Project: —Untitled231 10/28/2019 Prepared By: 11:03AM Unit Parameters Dimensions(ft.in.)&Weight(lb.)*** Unit Model 48TCED24A3A6-6UOGO Unit Length. 11'9.5" Unit Size- 24(20 Tons) Unit Width. 7'2.625" Volts-Phase-Hertz 460-3-60 Unit Height 4' 1.375" Heating Type. Gas *** Total Operating Weight 2444 lb Duct Cfg. Vertical Supply/Vertical Return Medium Heat --- Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils 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 Gas Line Size. 3/4 Condensate Drain Line Size• 3/4 Return Air Filter Type. Throwaway Return Air Filter Quantity 6 Return Air Filter Size. 20 x 25 x 2 Unit Configuration High Static Option-Vertical Models Al/Cu-Al/Cu Electromechanical Controls w/W7220 Econo Controller Temp Ultra Low Leak Economizer w/Baro Relief(Vertical Air Flow Only) Standard Packaging 2-Speed indoor fan motor controlled by VFD 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 48TCED24A3A6-6UOGO Rooftop Unit 1 Base Unit High Static Option-Vertical Models Ultra Low leak Temp Econo X with baro relief,W7220 control. Meets Calf.Title 24 FDD&Leak Rates 2 Speed Fan Controller (VFD) Packaged Rooftop Builder 1.49w Page 2 of 9 Certified Dray( -ng fc-- ^"' E Project: —Untitled231 10/28/2019 Prepared By: 11:03AM URITED P.o.EU ua 1[[f[aa[M[(S TE aa11T[a wa1[1 p P0*A7Sa na,a[a a IRK aM[I69 a a UI[PR TECNMCRW(E5 na[u[-n or a m[K1w UPN TN[[[PMO[au1[a TUT 110 Ka 1 Ic°N;1 R PMfI;g1ruu a MOOD RITN ECONOMIZER CARRIER inn ta1[nN nu Nn 11 lTY[m[e a wE rtnl°n KAwa1 NunTNN[[a 1A•TNUT. • - - — • - - - OW POWER EXHAUST OPTIONS [aHraAnaM1 anm m1anT. CONDENSER II CONNECTION SIZES COIL 53-3// 25-1/2 A 1 3/8.01A 1351 FIELD POWER SUPPLY KNOCKOUT Iq/Sl [Nn 6 3'DIA 176]FIELD POUR SUPPLY KNOCKOUT 41 19.11/ C 3 5/8'DIA 1921 FIELD POWER SUPPLE KNOCKOUT [C61] RIICAL D 7/8•DIA 1221 FIELD CONTROL RISING MOLE L 6-1/4 [157] I 1157] SUPPLY AIR ti [1581 I 3/4'-I4 NPT CONDENSATE DRAIN RVERTICAL ETURN AIR R , F 3/1•-1/NPT GAS CONNECTIONINOi SHOWN/ BACK [u81 7-1/2 Tj mpg D 1/V DIA[22]FIELD CONTROL WIRING KNOCKOUT IrtI,III �)/ ♦ UNIT N ECONOMIZER ,,,....0111 - / 24 SIZE (TYPICAL TYPED / / fd 1129] (OPTIONAL' fif jilt — - WTDOW AIR• 88-116 / `� p��1 tR SIZE I1/56 p_ i� ./7 11727] (OPiTION/1D [113n ill•;O I� i1• ),))1 AMR EXHAUST \ �y�. \ ' T r ANDA IOPi1 WAL) /116 — ROTES/l f2 DIMENSIONS ARE IN INCHES DIMENSIONS BACKIN E. I ARE IM MILLIME . PANELS REMOVE,TO SHOW EQEII 4'\ y1'I� it 2. CENTER OF GRAVITY Aw.PPRER EIHAUST ,I T • - - - •�vil.�,;1)� - .,.[ I3361 1 °\\a 3. DIRCCTIOM OF AIR FLOW _ t ___ A,BMC------1/D u� BAROMETRIC RELIEP - - - 1-718 (2D6] 11 6-1/2 3-1/1 3 110 (OPIIONALI �� mu 12-1/8 I E2117 [1611 1831 1861 INCLUDED ITHIZER a oEu _ 14-718 DEDICATED VERTICAL AIRFLOW UNIT ECONC �„ ,, •' J 13n1 Top NKOC 001IFOR3ALT 24,28 SIZE 50-1/2—,-- TRRU RASE 6A5 PIPING LEFT 112841 5/-S/I .HRELI VON THE ALTUUETac [13901 1-1/8 PELF OPTAII RbYAL1FP. 1-31/ COMYENIENCE OUTLET * 1271 1$641 CONDENSER E1221 H—2/-7/8 (OPTIONAL) 2'DIA 1511 ROLES COIL — _ _ f6J01 I FOR GAS PIPING _.— r OELECTRICALLWATIEAT IA-111 IUD IN63L C��EOL i FONWDR IIIIIN' 1I ■ PA FL KONENCOM II WILERFOKEA EXHAUST ISL9 [12PIJ •■� PACCESSCONDDENSER IOPIIONALI 'J [11511 PANEL IIAIR INLET I H'mmmm! [ 121f1 W�iRW r . III GRILLE I -I Ili _ III lull Ai r/'. FLOW R EX UST MTIWALI� . /L__. �I� 1I I i If i(I I A,B.0 DISCONNECT J , v SNAUST FLUE (OPTIONAL( 15-ia 10-I/4 2.316 86-3/8 LEFT - 41-3/i 1Jeu Nun MOOD MI (z19n PANEL LIFTING VERTICAL VERTICAL ONIUSEIOM AIR TAP SHOWN 1NTH DE POMP EXHAUST RETURN AIR RAIL aPTW INSTALLED HANDLE SUPPLY AIR IMUKE NOW RIDII RIGHT 112031 FRCNT 141-1/2 135951 6A°ET 1OE suEEmE 48TC 21-28 SINGLE ZONE ELECTRICAL El 50HE501158 1M 3 10/09/13 10/26/10 COOLING WITH GAS HEAT D Packaged Rooftop Builder 1.49w Page 3 of 9 Certified Drawing for RTU-11 Project: -Untitled231 10/28/2019 Prepared By: 11:03AM - RIOTED D613 P .1S NM VIpmRrtW I 1M IENU I.IXtlx MAx 1111141 CO ii1YiExMxTMrtA®. RxR S S1DUNIT CORNER CORNER CORER CORNER CARRIER ism 6pTaiw,Ti[i 08 auOnTIR 1Cp[[x[If WITAAT UNIT Oi E NEIGXiWEIGHT[A) RIGHT(0) WEIGHT(C WEIGHT IDI S NO LBS KO LISS KG. LBS. NG. LBS. A6. A / I /8212/ 1N:41 7089 90/ 303 174 540 245 623 263 442 201 /6 1/6 111121 12 118[2105/ 18 1/2 14111 412C26 MCRX 2118 011 408 186 575 261 664 302 417 214 /6 1/8 111121 32 1/8[22051 11 24811 481121 RTPF 2102 156 411 215 390 111 513 (RN 561 265 /7 1/2 112011 11 11/118111 16 1/2 14111 /8112/ RTPF 2072 042 558 254 5/0 2/1 479 211 161 221 /0 5/32[10201 70 117781 76 1/2(4191 462C25 RIPE 22/1 1021 540 246 556 253 5/0 212 501 284 44 5/8 111331 71 518 116111 II 14031 /61C20 RTPF 2197 999 571 259 564 256 528 240 534 245 41 21/32 110501 70 1/1 117861 11 1/031 RIPE-RORND TUBE, PLATE FIN!COPPER/ALUMS - (N;XA-IIP/ATION IALUN/AL(M • STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. - Y CORNER A CORNER B 11 X • � 19)))III z \ _ i, �Il, S)'),/) (CORNER O L—J LJ CORNER C TOP I illHI liiuliii°IiIIII I II IH ill AI lu i um I I 1, II II II111FrI �_ ..1 ll1 II III IIIIiI I II III IIIII I(III Z , - - s• L� P21 (I II III(IIIIIII IIII L.9 1111 IIIII II ! ill FRONT Ma MI IPTN`xi 48TC 21-28 SINGLE ZONE ELECTRICAL 50HE501158 NV 3 CF 3 10/09/13 10/26/10 COOLING WITH GAS HEAT D Packaged Rooftop Builder 1.49w Page 4 of 9 Certified Drawing for RT' Project: —Untitled231 10/28/2019 Prepared By: 11:03AM Service Clearance 4/Itfr O - coma LOCATION DIMENSION CONDITION A 36—in(914 mm) •Recommended clearancefor air flow and service B 42—In(1067 mm) •Recommended clearance for air lbw end service •No Convenience Outlet 18—In(457 mm) ▪No Economizer •No field mstalied disconnect on economizer hood side(Factory—Installed disconnect Installed) •Commence Outlet Installed 36—a1(914 inns) •Vertical surface behind servicer is electricagynon—conductive(e.g.:wood, fiberglass) 42—In(3067 inns) •Convenience Outlet Installed •Vertical surface behind seiner is electrically conductive(e.g.:metal.masonry) •Economizer and/or Power Exhaust installed 96—In(2438 mm) •Check for sources of flue products with 10 feet(3 meters)of economizer fresh air Intake D 42—in(1067 mm( •Recommended clearance for service NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering}Of guidance an any application planning overhead obstruction or vertical clearances. Packaged Rooftop Builder 1.49w Page 5 of 9 • Performance Summary For RTU-11 Project: -Untitled231 10/28/2019 Prepared By: 11:03AM Part Number:48TCED24A3A6-6UOGO ARI EER 9.80 IEER 11.7 Base Unit Dimensions Unit Length 141.5 in Unit Width. 86.6 in Unit Height 49.4 in Operating Weight Base Unit Weight. 2072 lb Medium Heat 90 lb High Static Option-Vertical Models. 16 lb Temp Ultra Low Leak Economizer w/Baro Relief(Vertical Air Flow Only). 246 lb 2 Speed Fan Controller (VFD)• 20 lb Total Operating Weight 2444 lb Unit Unit Voltage-Phase-Hertz. 460-3-60 Air Discharge. Vertical Fan Drive Type- Belt Actual Airflow. 8000 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- 57.7 F Evaporator Leaving Air WB• 56.9 F Evaporator Leaving Air Enthalpy 24.32 BTU/lb Gross Cooling Capacity' 256.10 MBH Gross Sensible Capacity 192.60 MBH Compressor Power Input 19.80 kW Coil Bypass Factor 0.081 Heating Performance Heating Airflow. 8000 CFM Entering Air Temp• 70.0 F Leaving Air Temp• 99.1 F Gas Heating Input Capacity 3248.0/310.0 MBH Gas Heating Output Capacity 200.0/251.0 MBH Temperature Rise. 29.1 F Thermal Efficiency(%)• 81.0 Supply Fan External Static Pressure' 1.25 in wg Options/Accessories Static Pressure Economizer 0.08 in wg Total Application Static(ESP+Unit Opts/Acc.)• 1.33 in wg Fan RPM• 1044 Fan Power 5.50 BHP NOTE- Selected IFM RPM Range:941 -1176 Electrical Data Voltage Range. 414-506 Compressor#1 RLA• 18.6 Compressor#1 LRA• 125 Packaged Rooftop Builder 1.49w Page 6 of 9 Performance Summary For RTU-11 Project: -Untitled231 10/28/2019 Prepared By: 11:03AM Compressor#2 RLA- 14.7 Compressor#2 LRA• 95 Indoor Fan Motor Type* HIGH Indoor Fan Motor FLA- 14.3 Combustion Fan Motor FLA(ea)• .3 Power Supply MCA Power Supply MOCP(Fuse or HACR)• Disconnect Size FLA- Disconnect Size LRA• 310 Electrical Convenience Outlet None Outdoor Fan[Qty/FLA(ea)]. 4/0.9 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating. 87.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 95.0 95.2 95.6 125 Hz 90.1 79.2 87.5 250 Hz 82.5 72.7 84.2 500 Hz 81.6 64.7 84.2 1000 Hz 76.5 59.6 81.7 2000 Hz 74.7 55.5 77.9 4000 Hz 74.2 48.8 73.2 8000 Hz 66.4 37.7 66.3 A-Weighted 83.9 71.9 86.5 Advanced Acoustics 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 95.6 87.5 84.2 84.2 81.7 77.9 73.2 66.3 96.9 Lw B 69.4 71.4 75.6 81.0 81.7 79.1 74.2 65.2 86.5 LwA Packaged Rooftop Builder 1.49w Page 7 of 9 r • Performance Summary For RTU-11 Project: -Untitled231 10/28/2019 Prepared By: 11:03AM C 63.2 55.1 51.8 51.8 49.3 45.5 40.8 33.9 64.5 Lp D 37.0 39.0 43.2 48.6 49.3 46.7 41.8 32.8 54.1 LpA Legend A Sound Power Levels at Units Acoustic Center, Lw B A-Weighted Sound Power Levels at Units 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 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 — - "-k°°�ru . ,oa�M \N 1 eAOBHP- \ \ 15 \ 3 _ \ \ \ a - �- - 4111116116h. 5.00erP 055 IIOSu 400RPM 1• J.4.: _ \ 3oor�M \ \1.aooa� - 0.9\eHP : \ v\ \m 111111111 111111III T-1-111111 Itl'N.uil Y,1II II 111NIfV I 111u111 1\ \1u11111 vIIIIIIII 0 1 2 3 4 5 6 7 8 9 10 Airfow(CFM-Thousands) RPM=1044BHP=5.50MaxunumR M=1290MaximumBHP=11.90 SC-SystemCurveRP-RatedPoint Packaged Rooftop Builder 1.49w Page 8 of 9 Unit Feature Sheet for RTU-11 Project: —Untitled231 10/28/2019 Prepared By: 11:03AM Carriee • 0 • WeatherMaker — 48TC PACKAGED ROOFTOP GAS HEATINGJELECTRIC COOLING UNITS Vertical Supply and Return Air Configuration Only 15.17.5,20,25,27.5 TONS—(Model SI2es 17,20.24,28,30) STANDARD FEATURES INCLUDE: • Puron(R-410A HFC ratytrant • ASMRAE 90.1 eneryyeortlptant alb, • Scrotoorwraswra win mtemallne beakande, coed a9;ec.pn • T'WO-stage oppinp Capacity mntlol p1 e11 modals • Roundtuoa rplstafinoondanssrcoiSon CAsaes pr lrovato^.• e..y rig •wmnumpondensercods avedsb.on 17-2a sizes. • EERe up to 16.0 • • MESS up to 12.0wtn Inge speed moth,and 12.7 with too so eel •. • Acuvor•refngerent mstannp system • Excusve noncorrosve conpostscondensete pan sl accord a roe,tt ASHRAE Standard 62.sloping design. OPtioN>Esa•av_e-: -•E. =_s:Shown • Standard cooling operation up to 115•F(46•C)and down to 3o•F(-1•C)am bientumpentures. • Pre-panted extenorpanee and primer-meted ntenor panes tested to 500 hours sat spiry pmtacton • Fully nsulated cabinet ASHRAEes • Exowsnal6C WC-state contol for on-board deanostcswnn LED anor code designation burn et control logic andenergy sevng indoor Puron. tan motor delay COMPLIANT • Induced draft gas heat combo st.n design • Redundantpasvantawna up to two stapes of neavng • Low oraasure and non prasaara switch protected. MAINTENANCE FEATURES: • Ida o•as:ess cane rmtn eesggop handes • HID VC ieeeay EDnn3.no-atr.p SCAMS CO Lint access Pants WEATHERMAKER SERIES • 'ao-undsapse].ro1dmaurbe'ewtamtagra easy eating atpees :veatherMaker I48T0;units are single packaged dedicated • let i•Re"•If po:f.tan motto. 9 9 anti• .-,,eaa boandfeosotarandpleycombnatlons vertical alrf10WQ8S healing.eleCtilCLoolhQ units that are pre- • Can:•st:••nn• boald hcil;utnp ample uhtycin;ue Wubesnootng wired and charged with Puron IR-410)refrigerant. They are and s roc fed contra'box enlargement factorytested in both heating andcoatng nodes.and rated in accordance with ARI Standard 340r360.weatherktaker units INSTALLATION FEATURES: are designed inaccordancewithUL Standard 1995.and listed • Tnm4ne-bottompowerwitrycapabiey byETL, • Sngegointgssandtwancconnections • Fut panrnater boat rig Win built-n nggng adaptors and fork sots • Cedfcated wrt ca a...4. fl•rnde's NO aces e'•cts 2a u:red. STANDARD WARRANTY: • 10-yearneat teens nge•eats-15-,aa•oos eta n ess cos got on • 6-year compressor pa^.s • 3.year orts%ouster con d e•.as-so • Mani oat a-= Jopradezasa ors »s u-rspw Cxrw. Lr L n OPTIONS INCLUDE BUTARE NOT LIMITED TO: C \ I US Mena.moo p.••.�•._..�^a^.d RTL Open Aide soaps 2 _-. 212 sawn away S co tiew °"•p""""" Sony end Return Ae5moka Cate.:o-: wa•s•.•aw..c Alediumand Mon state motors Louvered condensercoa guards.laenat Ca^F0--CC2 _ Econonexer,disco nnta and con yenence po:e:os: Litre ow leaktcbn00c&wen Soaped A*Vo.--re Sire-n Staness Steel Hest Exchanger option Conlon res.stant Cor.coating Certified to ISO 9001 Accessory4'fee,track essemby(fieldetstaeed any) Humd4.1 0-•adaptive dohsmidrfcatrpn system.with RTPF Condanwrco l models ony(17 to 2B saes on iy Hinged somas pane. Staged A rrVo.unw-2 sosad indoorfan motor with Verso: Frequency Dove!:1yFC;controller x a:Yeete la:Yxtfl en3 3CaeeYe3 T92'tee Or.3an2 D b Csaor 1?'C::: Packaged Rooftop Builder 1.49w Page 9 of 9 • c a , ilk IR ,-s L / • tt x A 1 • a a'' s I alt .ii 10565 Southwest RTU-1i (Area of Work) _. • • U Nimbus. "pVertUe � .1 t �f S r CO 1, • Measure distance Click on the map to add to your oath Total distance: 46.80 It(14.26 m) wtiolniteiiCa Westside Jesus church RTU-ii Replacement • Build Sustainable Relationships t Create the Right Solution Lead the Way Own It OPTIONS: vBAiaANEB MO TO Mr ED MR ANSI 11A61,1 1082 REVISIONS MATERIAL:18 ga.GAL STEEL REV. DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: 1 NMAL DRAWING 7/30/09 MWG 1"DUCT INSULATION (R VALUE 3.85) 2 ADDED SUPPLY WALL 4115/ID MWG GASKET PROVIDED WITH CURB Approval: 1 1/2"ADDED TO EXISTING CURB O.D. , RETURN AIR 7778" - ';� VERT Al 4X 241/16" �� /I _,\SUPPLY AIR - � ' - EXISTING CURB LAYOUT -= i- - INSULATED 707716^ + - / ---/ PANELS -361v16 �. w ØcROSS INSULATED 147/S 93/16" I PANELS 77 3/4" 70 3/4" RETURN SUPPLY L1 2 1r4- 1 135 11/16" F I 80 5/8" 5 _ ills 11 1 N 1 N fir- '44. 3"—f 3- I ... 71 15/16" ,i L 3" F 79 1r4" '"'II CURB WEIOM ILB6.) APPROVALS DATE mar 423.31 -- eon 5 ders - 1-4010-4158 CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO '"` '"'"A` Wednesday,March MI,201510S1.13 AM CHANGE LAYOUT WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A DIFFERENT Eall-rERIFY SUPPLY AND OPENINiiali G. " 7NDTYLER ST NW " NOtE ANY CHANGES ELK RIVER,MN IN96 1-4010.4158 CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. 'TALL HMEIENY snoN6 " CDI(7ca)s9t.n90 a°A -FAX BACK IF DRAWING IS OK AS IS ^[hE (763)391-7851 .A.A. 130 I .^aT. 1 or 3 a