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Report (7) AIN MILLER REC IUF CONSULTING DEC 1 5 20',4 ENGINEERS /'� (� J��?�QL` CITYO4 WAHU STRUCTURAL CALCULATIONS BUILDWI t'•MOP Starbucks#418 Roof Top Unit 16200 SW Pacific Highway, Tigard, Oregon Oregon-Aire December 9, 2014 Project No. 141001 pages Principal Checked: +-� CITY OF TIGARD ireivE FOR CODE COMPLIANCE Approved: ['2 OTC: ( J Permit #: 'I1 AEC. 2C3A- Q') , au C H1 � Address: 6200.503 VAC-1 fico 7))-(0 PRoi-"`�At Suite #: � `Jr;lr4�`��t� 4*0 Date: ,G (C I�- - rs�I OFFICE COPY •RYAN V'Gr EXPIRES: 12-31-20/�1 **` LIMITATIONS *''`* Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd.. Suite 100 Portland, Oregon 97219-5412 Phone (503) 246-1250 Fax 1503) 246-1395 www miller-se.com Building Code: 2014 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure(active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Component Vertical System: N/A Lateral Sys: N/A Element Mach Unit Adapter Curb (E)Curb Load Type Dead Dead Dead Basic Design Value(LBS) 556 169.59 169.59 Loads: Load Type Value(PSF) Deflection Criteria Lateral Design Parameters: Wind Design: ASCE 7-10 Wind Speed(3 sec Gust): 120 MPH Exposure B Importance Factors Iw= 1.00 IE= 1.00 Is= 1.00 ll= 1.00 Risk Cat: II (ice w/wind) (seismic) (snow) (ice) Seismic Design Latitude: 45.403655 Seismic design parameters are based on published Longitude: -122.796700 values from the USGS web site. 2%PE in 50 years,0.2 sec SA=Ss 2%PE in 50 years,1.0 sec SA=S1 S,= 0.952 g S.= 0.419 g (Site class B parameters are indicated on this page,for actual site class S,,,= 1.066 9 used in design,refer to seismic design summary) 5,= 0.6629 S,= 0.7109 = 0,4419 Design Summary: The following calculations are for the attachment of a new roof top unit and adapter curb to an existing curb.The new unit is a Carrier WeatherMaker-48TC(model 48TCEA05A2A5-0A0A0)and weighs 556 lbs plus an additional 169.59 lbs for the adaptor curb.The existing curb and structure below are designed by others. . 9570 SW Barbur Blvd. Project Name: Starbucks#410 Roof Top Unit Project#: 141001 Suite One Hundred Portland,OR 97219 Location: 16200 SW Pacific Highway,Tigard,Oregon MILLER (503)246-1250 Client: Oregon-Aire CONSULTING FAX:246-1395 ENGINEERS BY: ALB Ck'd: Date: 12/09/14 Page 1 of 6 LI USGS Design Maps Summary Report User-Specified Input Report Title Starbucks #418 Roof Top Unit Mon December 8,2014 23:53:10 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 45.40366°N, 122.7967°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ��+ I 15000m 2`17 OGar Jtrt Horne•V hit of Id ;,, Go R- 4 10 ,Milwaukie c1[� � O slbs K �,., Ti d 04, T. o Lako Oswogo ,e,y 0 eitiway q (999 ■ NORTH ` xxttl T alatin y. i ,--,'- ' Q A M E H I CA .,, . c;14 n Sherwood in mapquest 0201m l f 1 ®MapQuest USGS-Provided Output S5 = 0.952g SMS = 1.066g SDS = 0.710g S1 = 0.419 g SM1 = 0.662 g Sp, = 0.441 g For information on how the SS and Si 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 1.10 0.72 f 0.99 0.64 OM 0.56- 0.77 „� 0.49- D1 0.66 01 \\N"s"■,,,,,.....,.......„....„ "' 0.40- In 0.55 i N 0.32 0.11 0.33 0.24 0.22 0.16 0.11 0.09 0.00 0.00 I I I I I I I I I I 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sec) Period,T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the 2 of 6 UNIT DIMENSIONS: a Unit Height,H= 47.0 in Unit Short Dim.,W,= 60.0 in Unit Long Dim.,WI= 101.0 in Adapter Curb Short Dim.,Wcs,= 40.6 in H„,,, 1111111111111F-PPIP. Adapter Curb Long Dim.,Wa,= 70.9 in iliiii Bottom Curb Short Dim.,W„= 43.0 in SHORT Bottom Curb Long Dim.,WIL,= 77.3 in DIRECT Adapter Curb Height,C,= 24.0 in t � Bottom Curb Height,Cz= 8.0 in x �ONG Unit C.G.,CG= 23.5 in _ DIRECTION MISC.INFORMATION: Adaptor Curb wt.= 169.59 lb (15�,`..•- Bottom Curb W.= 156 lb v j-///A ////////� c� Unit Wt.= 556 lb Total WT= 875.59 lb Roof Height= 20 ft Cop Wcsz SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7-10,Sec.20.3,Table 20.3-1,pg.152 Life Safety Equipment? No Seismic Design Category D ASCE 7.10,Sec.11.6,pg 56 Risk Category II IBC 2012 Sec 1604.5,pg 336 S,= 95.20% ASCE 7-10,Figure 22-1 page 158 Fa= 1.12 ASCE 7-10 Table 11.4-1 pg 55(Linear interpolation is used) 5515= 1.07 ASCE 7-10 eqn.11.4-1 pg 55 SOS= 0.71 ASCE 7-10 eqn.11.4-3 pg 55 la 1.00 ASCE 7-10 Sec 13.1.3,pg 87 a,= 2.5 ASCE 7-10 Table 13.6-1,pg 93 R,= 6.0 ASCE 7-10 Table 13.6-1,pg 93 h,(ft)= 20 Component attachment elevation w/respect to grade Structure roof elevation with respect to grade FP 0.36 •Wp ASCE 7-10 Eq.13.3-1,pg 88 OR 1.14 •Wp ASCE 7-10 Eq.13.3-2,pg 89 Not less than 0.21 •Wp ASCE 7-10 Eq.13.3-3,pg 89 Fo 0.355 'Wp 0.2SosWp= 0.142 •Wp (ASCE7-10 Sec.13.3,pg 88) Equipment Overturning(Seismic) Short Direction LOCATION 0.7F,(Ib) 0.7(0.2SosWp)(lb) Center of Width,W,(ft) 0.7 Mo, M, 0.6M, Holdown Force mass(ft) (ft-Ib) (ft-Ibs) (ft-Ib) (Ib) Unit-to-Adapter Curb 138 55 1.96 5.00 409 1390 834 Adapter curb-to-(E)Curb 180 72 1.00 3.38 711 1677 1006 (E)Curb-to-Roof 218 87 0.33 3.58 915 1945 _ 1167 Long Direction Center of 0.7 Mo, M, 0.6M, Holdown Force LOCATION 0.7F,,(Ib) 0.7(0.2So5Wp)(Ib) (ft) Width,W,(ft) mass ( ) (ft-lb) (ft-Ibs) (ft-Ib) (lb) Unit-to-Adapter Curb 138 55 1.96 8.42 503 2340 1404 Adapter curb-to-(E)Curb 180 72 1.00 5.91 872 2841 1704 (E)Curb-to-Roof 218 87 0.33 6.44 1053 3323 1994 'Basic load comb.0.6(D+F)+.7E+H IBC2012 eqn.16-16,pg 338 ASCE 7-10 sec.2.4.1(8),pg 8 Et 9570 SW Barbur Blvd Starbucks#418 Roof Top Unit 141001 suite One Hundred Portland,OR 97219 Project Name Project# Il -Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 CONSULTING Fax 503.246.1395 By ALB Ck'd Date 2/09/2014 Page 3 of 6 ENGINEERS www.miller-se.corn WIND:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS Wind Loads on Other Structures and Building Appurtenances-MWFRS Basic Wind Speed= 120 MPH(3 second Gust)based on Risk Category TOP OF UNIT HEIGHT = 26.58 It Exposure Category= B ASCE 7-10,Sec.26.7 pg 195 z= 26.58 It K,= 0.68 ASCE 7-10,Table 29.3-1,pg 251 1<„,= 0.9 ASCE 7-10 Table 26.6-1 pg 194 K,= 0 ASCE 7-10 Figure 26.8-1 pg 196 K2= 1 ASCE 7-10 Figure 26.8-1 pg 196 l<3.-• 1 ASCE 7-10 Figure 26.8-1 pg 196 I<„= 1 ASCE 7-10 Figure 26.8.1 pg 197 GCr= 1.90 (horizontal loading,Section 29.5.1) GCr= 1.50 (vertical loading,Section 29.5.1) q,=0.00256K,K„K,V 22.45 psf,ASCE 7-10,Eq.29.3.1 pg 249 Fh=q,'GCr 42.66 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 F„=q,'GCr 33.68 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 Equipment Overturning(Wind) Short Direction LOCATION Lever Arm ft 0.6'Laleral Force Ib 0.6'Uplift ■Width,W,(ft) 0.6'W, M, (ft 0.6M, Holdown Force ( ) ( ) Force(Ib) (ft-lb) Ib) (ft-Ib) (Ib) Unit-to-Adapter Curb 1.96 844 850.44 5.00 3779 1390 834 589 Adapter curb-to-(E)Curb 3.18 1146 850.44 3.38 5080 1677 1123 1170 (E)Curb-to-Roof 3.54 1256 850.44 3.58 5967 1945 1167 1339 Long Direction - LOCATION Lever Arm(ft) 0.6'Lateral Force(Ib) 0.6'Uplift Width,W.(ft) 0.6'Me, M, (ft- O.6M, Holdown Force Forcejlb) (ft-Ib) Ib) (ft-Ib) (Ib) Unit-to-Adapter Curb 1.96 501 850.44 8.42 4561 631 379 497 Adapter curb-to-(E)Curb 3.20 674 850.44 5.91 4669 2841 1903 468 (E)Curb-to-Roof 3.57 735 850.44 6.44 5365 3323 1994 524 'Basic load comb.0.60+.6W IBC2012 eqn.16-15 pg 338 ASCE 7-10 sec.2.4.1(7),pg 8 DESIGN FORCES: Unit-to-Adapter Curb Total Lat.Load Uniform Shear(plf), Total Tension Uniform (Ib) on each side (Ib) Tension(plf) Short Direction 844 84 589 70 Long Direction 501 30 0 0 Adapter curb-to-(E)Curb Total Lat.Load Uniform Shear(plf), Total Tension. Uniform (Ib) on each side (lb) Tension(plf) Short Direction 1146 170 1170 198 Long Direction 674 57 468 139 (E)Curb-to-Roof ' Total Lat.Load Uniform Shear(plf), Total Tension Uniform (Ib) on each side (Ib) Tension(plf) Short Direction 1 1256 175 1339 208 Long Direction 735 57 524 146 9570 SW Barbur Blvd Starbucks#418 Roof Top Unit 141001 04 Suite One Hundred Project Name Project#___ Portland,OR 97219 - Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 12/09/2014 4 of 6 CONSULTING Fax 503.246.1395 By ALB ck'd Date Page ENGINEERS www.miller-se.com UNIT DIMENSIONS: a Unit Height,H= 47.0 in 1 Unit Short Dim.,W,= 60.0 in Unit Long Dim.,Wr= 101.0 in Adaptor Curb Short Dim.,Wcs,= 40.6 in Adaptor Curb Long Dim.,Wcr,= 70.9 in Wa Bottom Curb Short Dim.,W„= 43.0 in SHORT Bottom Curb Long Dim.,WcL2= 77.3 in DIRECT• Adaptor Curb Height,C,= 24.0 in r `�." Bottom Curb Height,C.1= 8.0 in x / `` Unit C.G.,CG= 23.5 in = LONG / _ DIRECTION MISC.INFORMATION: \```� Adaptor Curb wt.= 169.59 lb Bottom Curb wl.= 150 lb U - ����\ Unit Wt.= 556 lb Total WI-= 875.59 lb Roof Height= 20 ft Cop wcsz SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7-10,Sec.20.3,Table 20.3-1,pg.152 Life Safety Equipment? No Seismic Design Category D ASCE 7-10,Sec.11.6,pg 56 Risk Category II IBC 2012 Sec 1604.5,pg 336 S,= 95.20% ASCE 7-10,Figure 22-1 page 158 Fa= 1.12 ASCE 7-10 Table 11.4-1 pg 55(Linear interpolation is used) Sus= 1.07 ASCE 7-10 eqn.11.4-1 pg 55 Sos= 0.71 ASCE 7-10 eqn.11.4-3 pg 55 Ip 1.00 ASCE 7-10 Sec 13.1.3,pg 87 ap 2.5 ASCE 7-10 Table 13.6-1.pg 93 Rp 6.0 ASCE 7-10 Table 13.6-1,pg 93 h,(ft)= 20 Component attachment elevation w/respect to grade Structure roof elevation with respect to grade Fp 0.36 'Wp ASCE 7-10 Eq.13.3-1,pg 88 OR 1.14 'Wp ASCE 7-10 Eq.13.3-2,pg 89 Not less than 0.21 •Wp ASCE 7-10 Eq.13.3-3,pg 89 Fp 0.355 •Wp 0.2So3Wp= 0.142 •Wp (ASCE7-10 Sec.13.3,pg 88) Equipment Overturning(Seismic) Short Direction Center of 0.7 M,, M, 0.6M, Holdown Force LOCATION 0 7F(Ib) 0.7(0.2So3Wp)(Ib) mass(ft) Width,W,(ft) (ft-lb) (ft-Ibs) (ft-Ib) (Ib) Unit-to-Curb 138 55 1.96 5.00 409 1390 834 Adaptor curb-to-Curb 180 72 1.00 3.38 711 1677 1006 Bottom Curb-to-Roof 218 87 0.33 3.58 915 1945 1167 Long Direction LOCATION 0.7Fp(Ib) 0.7(0.2So5Wp)(Ib) Center of Width,W,(ft) 0.7 Ma M, 0.6M, Holdown Force mass(ft) (ft-lb) (ft-Ibs) (ft-lb) (lb) Unit-to-Curb 138 55 1.96 8.42 503 2340 1404 Adaptor curb-to-Curb 180 72 1.00 5.91 872 2841 1704 Bottom Curb-to-Roof 218 87 0.33 6.44 1053 3323 1994 'Basic load comb.0.6(D+F)+-7E+H IBC2012 eqn.16-16,pg 338 ASCE 7-10 sec.2.4.1(8),pg 8 S 9570 SW Barhur Blvd Starbucks#418 Roof Top Unit 141001 suite One Hundred Portland,OR 97219 Project Name Proj Project# MbLocation 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 .�� CONSULTING Fax 503.246.1395 By ALB Ck'd )r Date 12/09/2014 Page 3 of 6 ENGINEERS www.miller-se.com WIND:DESIGN USING ALLOWABLE STRESS LOAD COMBINATIONS Wind Loads on Other Structures and Building Appurtenances-MWFRS Basic Wind Speed= 120 MPH(3 second Gust)based on Risk Category TOP OF UNIT HEIGHT = 26.58 ft - Exposure Category= B ASCE 7-10,Sec.26.7 pg 195 2= 26.58 ft Kr= 0.68 ASCE 7-10,Table 29.3-1,pg 251 . K. = 0.9 ASCE 7-10 Table 26.6-1 pg 194 K,= 0 ASCE 7-10 Figure 26.8-1 pg 196 K2= 1 ASCE 7-10 Figure 26.8-1 pg 196 K,= 1 ASCE 7-10 Figure 26.8-1 pg 196 K„= 1 ASCE 7-10 Figure 26.8-1 pg 197 GCr= 1.90 (horizontal loading,Section 29.5.1) GCr= 1.50 (vertical loading,Section 29.5.1) q,=0.00256K,K„KdV1 22.45 psf,ASCE 7-10,Eq.29.3-1 pg 249 Ft,=q,'GC, 42.66 psf,(per area)ASCE 7-10 Eq.29-5-1 pg 250 Fa=q,'GC, 33.68 psf,(per area)ASCE 7-10 Eq.29.5-1 pg 250 Equipment Overturning(Wind) Short Direction LOCATION Lever Arm(ft) 0.6'Lateral Force(Ib) 0.6'Uplift Width,W,(ft) 0.6'Mo, M, (ft- 0.6M, Hoedown Force Force(Ib) (ft-Ib) Ib) (ft-Ib) (Ib) Unit-to-Adaptor 1.96 844 850.44 5.00 3779 1390 834 589 Adaptor to Base Curb 3.18 1146 850.44 3.38 5080 1677 1123 1170 Base Curb to Roof 3.54 1256 850.44 3.58 5967 1945 1167 1339 Long Direction LOCATION Lever Arm(ft) 0.6'Lateral Force(Ib) 0.6'Uplift Width,W,(ft) 0.6'Mo, M, (ft- 0.6M, Hoedown Force Force(Ib) (ft-Ib) Ib) i (ft-lb) (Ib) Unit-to-Adaptor 1.96 501 850.44 8.42 4561 631 379 497 Adaptor to Base Curb 3.20 674 850.44 5.91 4669 2841 1903 468 Base Curb to Roof 3.57 735 850.44 6.44 5365 3323 1994 524 I 'Basic load comb.0.6D+.6W IBC2012 eqn. 16-15 pg 338 ASCE 7-10 sec.2.4.1(7),pg 8 DESIGN FORCES: UNIT-to-ADAPTOR Total Lal.Load Uniform Shear(plf), Total Tension Uniform (Ib) on each side (Ib) Tension(plf) Short Direction 844 84 589 70 Long Direction 501 30 0 0 ADAPTOR-to-BASE CURB Total Lat.Load Uniform Shear(p11), Total Tension Uniform (Ib) on each side (Ib) Tension(plf) Short Direction 1146 170 1170 198 Long Direction 674 57 468 139 BASE CURB-to-ROOF Total Lat.Load Uniform Shear(plf), Total Tension Uniform (Ib) on each side (Ib) Tension(plf) Short Direction 1256 175 1339 208 Long Direction 735 57 524 146 S 9570 SW Barbur Blvd Starbucks#418 Roof Top Unit 141001 Suite One Hundred Project Name Project# Portland,OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 CONSULTING Fax 503.246.1395 ALB 12/09/2014 4 of 6 By Ck'd Date Page www.miller-se.com w'N.miller-se.com Fastener Check:(for unit to curb and curb to wood framing) I Unit-to-Adapter Curb Vall= 395 lb/screw V cap.= 1185 lb/side,=395'3 Vreq.= 1011 lb=844/2+589 Use(3)#12 self lapping screws from Unit-to-Adapter Curb with 1185>1011 OK (1)12ga.clip bracket on ea.side of unit. Adapter curb-to-(E)Curb Vall= 395 lb/screw V cap.= 1975 lb/side.=395'5 Vreq.= 1744 lb=1146/2+1170 Use(5)#12 self lapping screws from Adapter curb-to-(E)Curb 1975>1744 OK • (E)Curb-to-Roof Screws= 4 Vall= 249.6 lb/screw=420'1.6 V cap.= 998.4 lb/side,=249.6'4 Tall= 246.4 lb/in per screw=172'1.6 Penetration= 2 in T cap.= 1971.2 lb/side,=246,4'4'2 Vreq.= 628.02 lb=1256/2 Verify min(4)#12 wood screws from(E)Curb-to-Roof Treq.= 1339 lb on ea.side of unit. Result= 1479.0 lb=SORT(1339^2+628^2) a= 64.9 e NDS Eq.11.4-1 page 76 Z'u= 1677 lb=1971.2'998.4/((1971.2)'(COS(RADIANS(64.9)))^2+998.4'(SIN(RADIANS(64.9)))^2) 1677>1479 OK CHECK CLIP CAPACITY 12 GA CLIP L=12" Z=(bd^2)/(4) Z=((12")(0.1017")"2)/(4) Z=0.031 IN"3 Mallow=(50,000 PSI)(0.031 IN^3)/(1.67) ÷1 2.5 in =929 IN-LBS/CLIP Tallow=(929 IN-LBS/BRACKET)/(2.5 IN)(2) =743 LBS/CLIP CLIPS REQUIRED: UNIT TO ADAPTER-SHORT DIRECTION=(589 LBS)/(743 LBS/BRACKET) =0.79 CLIPS REQUIRED FOR TENSION Use min(1)clip each side for unit to adapter connection LONG DIRECTION=(0 LBS)/(743 LBS/BRACKET) =0 CLIPS REQUIRED FOR TENSION ADAPTER TO(E)CURB-SHORT DIRECTION=(1170 LBS)/(743 LBS/BRACKET) =1.57 CLIPS REQUIRED FOR TENSION Use min(1)clip on short side for adapter to curb LONG DIRECTION=(468 LBS)/(743 LBS/BRACKET) connection and min(2)clips on long side for adapter to =0.63 CLIPS REQUIRED FOR TENSION curb connection 1 9570 SW Barbur Blvd Starbucks#418 Roof Top Unit Project# 141001 . Suite One Hundred Project Name Portland,OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 CONSULTING Fax 503.246.1395 12/09/2014 www.miller-se.com By ALB Ck'd ¢� Date Page 5 of 6 ENGINEERS • Screw Values in Sheet metal applications 2002 AISI Standard Material in contact with screw head/washer ti= 0.0451 inches(thickness of member in contact with screw head) Fu1= 45 ksi(Tensile strength of member in contact with screw head) Material Not in contact with screw head/washer t2= 0.1017 inches(thickness of member not in contact with screw head) F„2= 65 ksi(Tensile strength of member not in contact with screw head) Screw 0.25 inches(penetration depth into 12) Size #12 Washer? No d,5= 0.340 inches,(Larger of screw head diameter,or washer) d= 0.216 inches,(Nominal screw diameter) tc= 0.1017 inches(lesser of depth of penetration and thickness 12) Shear Capacity P„s= 4115 lbs Pns=4.2 023c01/2.-u2 AISI EQ.E4.3.1-1,pg 119) P„5= 1184 lbs P„s=2.7(t1dF„1 equation E4.3.1-2,AISI EQ. E4.3.1-2,pg 119 EQ. E4.3.1-4,pg 120) Pns= 3855 lbs P„s=2.7(t2dFu2,AISI EQ.E4.3.1-3,pg 119, EQ.E4.3.1-5,pg 120) 12/ti = 2.255 Pns= 1184 lbs (value interpolated between E4.3.1-1, E4.3.1-2, E4.3.1-3,E4.3.1-4,E4.3.1-5) Pss= 2000 lbs (Ultimate Screw capacity for shear) Png= 1600 lbs P„s=0.8 Pss,AISI EQ.3.2.2-1) Pns= 1184 lbs ASD P„jQQ= 395 lbs LRFD, cpPns= 592 lbs Tension Capacity Pn„t= 1214 lbs P„„1=0.85todFu2(AISI EQ.E4.4.1-1,pg 120) Pnov= 1035 lbs P.=1.5t,dF„1(AISI EQ.E4.4.2-1,pg 120) P,s= 2778 lbs (Ultimate Screw tested capacity by manufacturer for tension) = 2222 lbs Pnr=0.8 Pts,AISI EQ.4.4.3-1,pg 120) ASD P„,/S1— 345 lbs Min.edge distance(1.5d):0.324 inches LRFD,(,oP„= 518 lbs Min.spacing(3d):0.648 inches . 9570 SW Barbur Blvd Starbucks#418 Roof Top Unit 141001 - Suite One Hundred Project Name Project# Portland,OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 CONSULTING Fax 503.246.1395 By ALB Ck'd Date 12/09/2014 Page 6 of 6 www.miller-se.com ENGINEERS PROVIDE (1) 12 GA CLIP AT EA.. SHORT SIDE UNIT A 1 ri AND (2)2)CLIP T% CONN. AT EA. LONG SIDE OF �' UNIT (3)#12x1" SELF-TAPPING SCREWS EA. T VERT LEG OF EA. CLIP ADAPTER CURB (SEE MFG. DWG.) PROVIDE MIN (5)#12 X 1" SELF-TAPPING SCREWS EA. SIDE OF UNIT. (TYP.) (E)CURB BY OTHERS FIELD VERIFY MIN. (4)#12 X 3 1 ` INCH WOOD SCREWS INTO / FRAMING BELOW EA. SIDE OF UNIT UNIT PLAN CLIP CONN. DETAIL III (: 'J, i EpF"n.�— .e _ :?,y . END ELEV. SIDE ELEV. ��`•�'f;` —I\- \ 1 .r.•..._.._ _--W RES:1 2-3 EXPI 1-2o/L , MECH. UNIT - ADAPTER CURB ANCHORAGE N.T.S. ES9570 SW Barbur Bird. Project Name STARBUCKS#418 ROOF TOP UNIT Project # 141001 Suite One Hundred Portland, OR 97219-5412 Location 16200 SW PACIFIC HWY, TIGARD, OREGON M I L L E R Client OREGON-AIRE C O N S U L T I N G (503) 246-1250 ALB Ck'd ^ 1 12/09/2014 S1 4 ENGINEERS FAX 246-1395 By Ckd *�" -" Date Page of PROVIDE (1)CLIP 12 GA CONN.AT EA. H■4:4e1 SHORT SIDE OF UNIT TO ADAPTOR � AND(2)CLIP /I CONN.AT EA. LONG SIDE OF UNIT TO ADAPTOR (3)#12x1" SELF-TAPPING SCREWS EA. ((— VERT LEG OF EA. 1_1 CLIP ADAPTER CURB (SEE MFG. DWG.) (E)CURB BY OTHERS Pti FIELD VERIFY MIN. (4)#12 X 3 INCH WOOD SCREWS INTO / FRAMING BELOW EA. SIDE OF UNIT UNIT PLAN CLIP CONN. DETAIL PROVIDE (1)CLIP CONN. AT EA. SHORT SIDE OF ADAPTOR TO (E)CURB AND (2)CLIP CONN.AT EA. LONG SIDE OF ADAPTOR TO (E)CURB 9\ 60 'iv 5`R JC=jUA lr\(*)' END ELEV. SIDE ELEV. 1 EXPIRES' 12-31 20Al MECH. UNIT - ALTERNATE ADAPTER CURB ANCHORAGE N.T.S. at 9570 SW Barbur Blvd. Project Name STARBUCKS#418 ROOF TOP UNIT Project # 141001 Suite One Hundred Portland, OR 97219-5412 Location 16200 SW PACIFIC HWY, TIGARD, OREGON HILLER Client OREGON-AIRE CONSULTING (503) 248-1250 12/09/2014 Page S2 of ENGINEERS By ALB Ck'd Date FAX: 248-1395 GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON STRUCTURAL PORTIONS OF PROJECT,INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL,MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE(IBC),INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED OTHERWISE. COLD-FORMED STEEL ALL COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS"WITH SUPPLEMENTS. ALL LATERAL SYSTEMS UTILIZING COLD-FORMED STEEL FRAMING ARE TO BE DESIGNED AND CONFORM TO THE "NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-LATERAL DESIGN" WITH SUPPLEMENTS.OTHER REFERENCED DOCUMENTS CITED PER THE REFERENCED STANDARDS OF THE IBC SHALL BE UTILIZED IN DESIGN AS APPROPRIATE. MEMBER TYPES AND SIZES SHOWN ON THE DRAWINGS REFER TO MEMBERS AS DEFINED BY THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). SEE THE CONTRACT DRAWINGS AS SPECIFIED ON TABLE [1.02] AND SHEET [S0.02] FOR REQUIRED THICKNESSES AND JOIST/BEAM DESIGNATIONS. LIGHT GAUGE STEEL COLD-FORMED STRUCTURAL MATERIAL: ALL STRUCTURAL LIGHT-GAGE STEEL MEMBERS SHALL BE MILL CERTIFIED PRIME STEEL MEETING ASTM A653 STRUCTURAL QUALITY; GRADE 33 FOR STEELS THINNER THAN 16 GAGE(54 MILS)AND GRADE 50 FOR STEELS 16 GAGE(54 MILS)AND THICKER.GRADE 33 STEEL SHALL HAVE A FY=33000 PSI AND FU=45000 PSI.GRADE 50 STEEL SHALL HAVE A FY=50000 PSI AND FU=60000 PSI.ALL LIGHT-GAGE STEEL SHALL BE GALVANIZED PER ASTM A653 WITH MINIMUM COATING OF G60 FOR EXTERIOR AND/OR LOAD BEARING MEMBERS AND G40 FOR INTERIOR NON-LOAD BEARING MEMBERS. CONNECTIONS: BOLTED CONNECTIONS ARE TO USE AS A MINIMUM EITHER ASTM A307 (TYPE A) OR ASTM A325, STRUCTURAL BOLTS. ALL SCREWS SHALL BE A#10 MINIMUM SIZE AND CONFORM TO ASTM C1513 STEEL TAPPING SCREWS, ASTMC-1002 AND ASTM C-954 TYPE S AND/OR TYPE S-12. SCREWS TO BE TESTED IN ACCORDANCE WITH SAE J78 STANDARDS. LENGTH OF SCREW SHOULD BE APPROXIMATELY 3/8" TO 1/2" LONGER THAN THE TOTAL MATERIAL THICKNESS AND A MINIMUM OF 3 EXPOSED THREADS SHOULD EXTEND THROUGH THE STEEL.ALL SCREWS SHALL BE THREAD-FORMING OR THREAD-CUTTING,WITH OR WITHOUT A SELF-DRILLING POINT. ��E.'.- HALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL FAST''�f;RB-T111- ' t TEN DISSIMILAR METALS(SUCH AS ALUMINUM AND STEEL)ARE TO BE STAINLESS STEEL OR ZINC-PLATED CORROSIOI,RF� ijT,;1 S. • � '� O NE - N 400 R YArt\-.`" 9570 SW Barbur Blvd C,:FIFIES: 12-31-20� Starbucks#418 Roof Top Unit Suite One Hundred Project Name Project# gib Location OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 12/09/2014 S3 of 4 CONSULTING Fax 503.246.1395 By ALB. Ck'd Date Page www.miller-se.com ENGINEERS -------- DESIGN LOADS LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED. DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS.THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II . DESIGN DEAD LOADS MECHANICAL UNIT 556 LBS ADAPTER CURB 169.59 LBS WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH EXPOSURE B INTERNAL PRESSURE COEFFICIENT GCPI=+1-0.18 ROOF TOP UNITS LATERAL DESIGN WIND FORCE 42.66 PSF VERTICAL DESIGN WIND FORCE 33.68 PSF SEISMIC DESIGN DATA IMPORTANCE FACTOR IE=1.0 — SPECTRAL RESPONSE ACCELERATIONS Ss=0.952 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS Sos=0.71 SEISMIC DESIGN CATEGORY D BASIC SEISMIC FORCE RESISTING SYSTEM ROOF TOP MECH UNIT DESIGN BASE SHEAR 311 LBS SEISMIC RESPONSE COEFFICIENT Cs=0.355 RESPONSE MODIFICATION FACTOR R=6.0 ANALYSIS PROCEDURE USED ASCE 7-10 EQUIVALENT LATERAL FORCE . ROt-- 4i f ' RYA14 i'," EXPIRES: 12-31-20 6 . 9570 SW Barber Blvd Starbucks#418 Roof Top Unit 141001 Suite One Hundred Project Name Project# Ma Location OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Oregon-Aire Phone 503.246.1250 CONSULTING Fax 503.246.1395 By ALB Ck'd A-'' Date 12/09/2014 Page S4 of 4 www.miller-se.com ENGINEERS 4T Project: -Untitled86 10/24/2014 Prepared By: 04:31 PM RECI U 14) Del; 15 2u 4 CITY Of-1I601U 4T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.391 Page 1 of 9 Unit Report For 4T Project:—Untitled86 10/24/2014 Prepared By: 04:31 PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 48TCEA05A2A5-0A0A0 Unit Length 6'2.375" Unit Size' 05(4 Tons) Unit Width' 3'8" Volts-Phase-Hertz. 208-3-60 Unit Height. 2'9375" Heating Type. Gas Total Operating Weight 556 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. 1/2 Condensate Drain Line Size. 3/4 Return Air Filter Type' Throwaway Return Air Filter Quantity. 2 Return Air Filter Size:.. _._. _... ____16 x 25 x 2 Unit Configuration Medium Static Option 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 48TCEA05A2A5-0A0A0 Rooftop Unit 1 Base Unit None None Packaged Rooftop Builder 1.391 Page 2 of 9 Certified Drawing for 4T Project: —Untitled86 10/24/2014 Prepared By: 04:31 PM NOTES: UNITED P.O.tl 1411 Tilt IKINi11 If TIE PIOPEITT 07 1411111 I:IIPTNAn4 NNYIUIN K mu Palms K MGM 1. DIMENSIONS ARE IN IMCNES DIMENSIONS UNIT J A TECHNOLOGIES MOM.IT 18 II KUn1D IMM 1K nrA1u COIIIU N T1Mr TK K[N 101ARnnn PA"rc1rKYKE w CWIEm TILL 51 K 11ICLOU)dA 1811 now CA18111 IN[ ]ARE IN MILE[NET Ep5. 73 il11 16 5/B CAARIEI inn CONOL.TIe1'1 18,0111018[0, =MAKE K 15111451. 48TC-A" 16111 11121 2.S CENTER OF GRAVITY ))311 16 1A 1/5 CONNECTION SIZES 181 48TC-ADS 17111 3, DIRECTION OF AIR FLOW )3 316 1l 7/8 A 1 SIR' 1351 01A FIELD POKER SUPPLY HOLE 48TC-A06 18171 13111 Y 2' 1501 SIR POWER SUPPLY KNOCKOUT 48TC-A07 11 SIR 14 7/5 - I10)11 [311] C 1 314' (511 DIA GAUGE ACCESS PLUG ))4/6 D 110' 1221 DIA FIELD CONTROL WIRING HOLE 16402 I E 3/4'-14 YPT CONDENSATE DRAIN F 112'-14 OPT GAS CONNECTION -- , •--1 A •2 112• 164]DIA POKER SUPPLY KNOCK-OUT 32-111 ECONOMIZER HOOD 111167 [OPTIONAL) 16 F]LTER ACCESS PANEL I - II [106] I TOOL-LESS) COMP, I THRU-TAE-RASE CHART • ACCESS CONDENSER THESE HOLES REOUIIEO PSI USE I,PANEL I COIL -• .. _v- ,_______:, CRBTMP0500TA01,113411 INDOOR COIL _ l THREADED RILE I[0'D ROLE ACCESS PANEL ';' - CONDUIT SIZE USE SIZES[MALI _ �� (05218 R 1)2' ACC. 718'[22.2] a ® 127716 R I 112' 211 1/0•[22.2] 7NA.11W����I181 44 y 11 .RETURN AIR RETURN r 3/4' 1001,003) PONEA 1 1/8'128.4] !1117] �• ., .• AIR 211 1003)1)2'FPT GAS 1 3)11. 130.0] 2-518 • \\ �� FOR'IHIU-THE-BASEPAN' 1.), FACTORY OPTION, BACK 167] \ '�/ - FITTINGS FOR ONLY 1.), 6 2 ARE PROVIDED TIP E ALT. SELECT EITHER 3/4'01 1/2' CURB 1 I "N • CONDENSATE • I, WIDTH 7 J •R DRAIN OPENING 11-314 FOA POYEt, DEPENDING ON WIRE SIZE •1 11511 (0011 PROVIDES 3/4'FPT THRU CURB IN BASE,'" 29.311 115178 } Z SAIILT [11712 [747] AIR FLANGE 6 FITTING. 18-116 11.11/ 13121 11111 1113] 11121 I SEE THRU THE 6-1J/ 1 + BABE CHART 1151 12.1/8 � 3-3/6 185] 25 13077 16367 -/ FLUE I [100] N000 16-1!2-+ A TOP 4181 4-5/8 018) 10-1/I 12051 1-1/4 . ELECTRICAL 1127 Jh OISCONMECT �LOCATION•CONDENSER CONTROL 802 INDOOR BLOWER COIL =A, OR PANEL ACCESS CONDENSATE TD. ILTER * I == , 7 =_ } DRAIN OPTIONAL I 25-118 1 FACTORY _- , Illi,_ 19-1/2 OPTIONAL !6381 AIRSIDE INSTALLED I 16.3// RETURN CONVENIENCE _== (1A A] FACTORY ANDLE 11.3/8 14211 Al R OUTLET =- I INSTALLED I2 1281] I, SUPPLY AIR I DISCONNECT -- —— I� 6-516 . Q 21-1!4 8�= = 14 111661 (100 : OO t 6-ve �1 11397 (1551 ■ 3-3/4 HANDLE [95] 46-3/4 30-1/8 6.1/6 1-5/8 1 6 4 11187) 1764] 1211] 11161 11771 11521 14.3/6 26-711 116001 1{611 31-1/4 BAROMETRIC RELIEF 17931 FLOW LEFT SUPPLY FRONT AIR Ailk RETURN All RIGHT NNW 187E TIT[KEKI 48TC 04-07 SINGLE ZONE ELECTRICAL KT IOF2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5.0 Packaged Rooftop Builder 1.391 Page 3 of 9 1 Certified Drawing for 4T Project: —Untitled86 10/24/2014 Prepared By: 04:31 PM UNITED P.o.lD5 wee n,s IOCW611 18 n(rwnm w amu 1wraAr,a wn151o1 m TNT3(DG1016i q1 W1N¢10E STD. UNIT CORNER CORNER CORNER CORNER TECHNOLOGIES sreaus(,n EIIO lOuinl eE 0(810 01 01 0004/110111 wiu °a+ �+rnurz real rn10IOO c(01 0017 WEIGHT WEIGHT IA) WEIGHT I01 WEIGHT ICI WEIGHT(I1 C.G. HEIGHT _ CARRIER 5050 000/004110 $$1111(11005151. ACCEPTANCE or 00101¢1. ABS. IG. LBS. 15, LBS. 02. LBS. IG. LBS. 118. I 7 2 4010 004 463 211 111 50 125 57 131 50 116 53 31 10111 23 15847 11 3/8 14111 411C-405 537 244 124 56 139 13 145 RI 121 51 31 50011 23 15841 17 14321 481C-406 561 256 131 51 147 67 154 70 131 62 39 19911 23 15047 17 1/4 14361 461C-AEI 652 216 150 60 119 76 176 60 157 71 31 19917 23 15847 20 1/8 15111 CORNER A CORNER B 0 • Iflf!!ll/�/l6 . • w CORNER D CORNER C TOP • • .. z . oa FRONT $1051 DATE 0x111(1115 48TC 04-07 SINGLE ZONE ELECTRICAL a1 2or2 11-24-08 09-29-08 COOLING WITH GAS HEAT 48TM500993 5.0 Packaged Rooftop Builder 1.391 Page 4 of 9 Certified Drawing for 4T Project: —Untitled86 10/24/2014 Prepared By: 04:31 PM Service Clearance A (7, i.''''-' 1. 0.•••• 4 \\ :.N/ a75.337 LOCATION DIMENSION CONDITION 48-In(1219 mm) •Unit disconnect Is mounted on panel A 18-In(457 mm) •No disconnect,convenience outlet option •Recommended service clearance 12-In(305 mm) •Minimum clearance 42-In(1067 mm) •Surface behind servker is grounded(e.g.,metal,masonry wall) 8 36-In(914 mm) •Surface behind servicerIs electrically non-conductive(e.g.,wood,fiberglass) Special •Check for sources of flue products within 10-ft.of unit fresh air Intake hood C 36-In(914 mm) •Side condensate drain Is used 18-In(457 mm) •Minimum clearance 48-4n(1219 mm) •No flue discharge accessory lnsta lied,surface Is combustible material 42-In(1067 mm) •Surface behind servker is grounded(e.g.,metal,masonry wall,another unit) 0 36-n(914 mm) •Surface behind servker is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air Intakes within 10-It.of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. aaci a-a Packaged Rooftop Builder 1.391 Page 5 of 9 Performance Summary For 4T Project:-Untitled86 10/24/2014 Prepared By: 04:81PK4 Part Nmmmber:48TC EA05A2A5-0A0A0 • AR|8sER. 13.00 • Base Unit Dimensions Unit Length. —'_-- 74.4 in Unit Width. --'---'_--- _'-- 44.0 in Unit Height. _-- _-_� -- _-'--�---'— --.--_ -_ 33.4 in Operating Weight Base Unit Weight 537 lb Medium Heat- -- 9 lb Medium Static Option. 10 lb Total Operating Weight. -'-_-'_-_--'---- ---- _'--_ ---- 556 lb Unit Unit Voltage-Phase-Hertz: 208-3'60 Air Discharge. _ ----'- --'-- --' -__'-___ Vertical Fan Drive Type:--'_-'_'--'--�'__-''-_'-''-__---- _----'---__'—____ Belt Actual Airflow- 1600 CFM Site Altitude: - 0 ft Cooling Performance Condenser Entering Air DB - _ 95.0 F Evaporator Entering Air D8. 80.0 F Evaporator Entering Air WB _ 67.0 F Entering Air Enthalpy- -_ 31.44 BTU/lb Evaporator Leaving Air DB: --'--_- - - ---___ __- 60.2 F Evaporator Leaving Air VVB. -'-----_-----'--'__'-- _'--'_---- _ 5T.7 F Evaporator Leaving Air Enthe|py:'___-----' -----_- --- ------ 24.e3 BTU/lb Gross Cooli Capacity. 47.60 MBH Gross Sensible Capacity 34.22 MBH Compressor Power lnput - 3.31 kW Coil Bypass Factor __�_----'- -'----'-'------'- 0.246 Heating Performance Heating Airflow. _-- '----_'_—'--- -'--'-------_-_ 1soo CFM Entering Air Temp. ---- _'--------'-----''-'- ----_--'----70.0 F Leaving Air Temp. _-------'-__--'--_----__—_-'_—_----.--'_-_- 1uo.a F Gas Input Capacity. - --__--'--'_-- --_._ —' _- 115.0 MBH GaoMeaUngCapaoiry'--_------ '- - __'----_'--'_—_-'--- 93.00 MBH Temperature Rise:� -__-__---- --_'-- 5u.a F • Supply Fan External Static Pressure- - - 0J5 in wg Fan RPM. - -- 1052 Fan Power 0.90 BHP NOTE. Selected IFM RPM Range: 77O'117a Electrical Data Voltage Range. - _- __-- _ '-_----_— 187'2S3 Compressor#1 RLA._---_---'----__--_— - —__--13.7 Compressor#1 LRA' -- --- -' 83 Indoor Fan Motor Type. MED Indoor Fan Motor FLA- 5.2 Combustion Fan Motor FLA(emy -'-- 0.48 Power Supply MCA - 24 Power Supply MOCP(Fuse orHACR)* 30 Min. Unit Disconnect FLA 23 Min. Unit Disconnect LRA' _-- ---_ - - 106 Packaged Rooftop Builder 1.381 Page 6 of 9 Performance Summary For 4T Project: -Untitled86 10/24/2014 Prepared By: 04:31 PM Electrical Convenience Outlet. None Outdoor Fan[Qty/FLA(ea)]• 1 /1.5 • Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 86.7 87.0 90.9 125 Hz 81.0 78.0 84.6 250 Hz 72.7 64.4 79.5 500 Hz 68.6 62.5 77.9 1000 Hz 65.3 61.8 76.5 2000 Hz 59.6 55.7 71.1 4000 Hz 61.2 51.2 66.9 8000 Hz 56.4 43.8 62.5 A-Weighted 72.3 67.9 81.0 Advanced Acoustics - © 4 y o 411 4111 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 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw B 64.7 68.5 70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA C 58.5 52.2 47.1 45.5 44.1 38.7 34.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 LpA Legend A Sound Power Levels at Units 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 1.391 Page 7 of 9 Performance Summary For 4T Project: —Untitled86 10/24/2014 Prepared By: 04:31 PM 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. Fan Curve 2 ARIA \ .\ lam►aoaeripA sccRom !)14 12 =MEM pAmilo -1 trahhik t 1.00BHP ...".011111111FE 0.53: - a2 1111■■■ 11111.111111 ' CD OD m C6 C6 12 15 18 21 24 Airflow(CFM-thousands) RPM=1052 BHP=0.90 MaximurnRPM=1175 MaximtmiBHP=2.40 Note:Plea secontactapplicationengineeiingforselectionsoutsidetheshadedregion SC-SystemCurve RP-RatedPoint Packaged Rooftop Builder 1.391 Page 8 of 9 Unit Feature Sheet for 4T Project: -Untitled86 10/24/2014 Prepared By: 04:31 PM Carrier WeatherMaker — 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3.4,5,6.7.5.8.5.10.12.5.15 TONS STANDARD FEATURES INCLUDE: _ - _ • Furor'(R-L13A)HFC refrigerant �• • A S I-R.AE 93.1 energy compliant • Scrolloompressors with interns line break and overload protection • Sing 6-stage cooling cspacityconirt on 34-12 models ;.. • • Tra-stage=aline rapacity control an 38-16 models r • SEERS upto13.3.EER'supto11.19nd'EER'supto11.8 • Acutrol•refrigerant metering system _ _ ) • Exclusive non-cotrosiv9e composite condensate pen in accordance with • ASHRAE Standard 52,sloping design.side or centerdrain • Standard cooling operation up to 115.F 145'C)and down to 43"F(4'C; . -down to 25'F(-4.'Cl with winter an kit • Fre-pa anted exterior anal;and primercasted interior panels tested to 530 hours salt spray protetion • Fully'ursulat=d abinet '-. • d e g errorcode designation bumermntollogic and ene rgy saving indoor -'• qr_ r fan matorde lay • Loin NCx models that meet Da'ramie Air Cu silty Management Optional Louvered Hati Guard Shown • Induced draftges heat ombustiondesign • Redundant gasvalveswith up to two stages of heating • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: • Access pa ne 5'wwltn easy grip hander Purce. • Innovative easy starting,no-strip s^m ws on unit acooss panels • w o-inch disposable return air filers and Too I-Sass fitter access door CON ... , • Belt drive evmporator-fan motor and pa ley combinations • New terninsl board facilitating simple safety circuit troubleshooting and simplified control box arrangement WEATHERMAKER SERIES • Exclusive IGC so lid-M.ste control for an-board diagnostics with LED 1°veatherI.1 er(48TC;units are one-piece gas heating.electric error roadedesignation.burnercontml loge and energy saving indoor fan motordelny. cooling units that are pre-wired and charged with Puron (R-410)refrigerant They are factory tested in both heating INSTALLATION FEATURES: and cooling modes, and rated in accordance with AHRI • -nru-the-bottompa.,erentr;capabilay Standards 2101240(04-06 sizes)and 340/360(07-16 sizes). • Single point gas and=_pnri:0onn=Jtions WeatherMaker units are designed in accordance with UL • Full perimeter base ral!olh built-re rigging adapters and fork slots Standard 1995,and listed by the Underwriters'Laboratories. • Fedconu?nn'efrorr''vee nr..sl tohorizontalstrop.'farslabmounting. f15 s•=rndes reOJ re fed roweled supp iy-duct cover). STANDARD WARRANTY: Approved and certified by: 10-year hestex changer-15yssr-mainw_ass:es.option •• 5 iearcompr r -y= D .v�.------. • 1 sr ens • 3-year parts on Nostrun Co ndenserm -w'nere aysilsbe �:ec.;mac ey • Msnyeptlonal upgrades ao.^.evaiebe C US �u•+mr " ""'tft. OPTIONS INCLUDE BUTARE NOT LIMITED TO: • PremierLinle.and RTL Open k'tti Protocol C'DC Controls n s-..wmu • SLIP plyandRetumAe Smoke Detectors,high static matos ...,nn • Louvered condensercoilgua rids • Scantnem%tlisconnen and co nsenence outlet options • Stainless Steel hestexchangerapten • Corrosion nts6tant coil costing. • Humid Na1Zer'e da ptia4.4enumdiestlonsystamsysllsbloon it m Certified to ISO 9001 odelswith RTPFond nsercor's-Motor Master Icontroler included • Hingedaccess psneis Fars compete_1st of options and amessaoss refer to the Product Data Cats log forth-a-unit Packaged Rooftop Builder 1.391 Page 9 of 9