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Report (12) MUCZQ13- 003O ' ,00 5tiv 001K VLMKCONSULTING ' 503.222.4453 E N G I N E E R S 503.248.9263 vlmk @vlmk.com DCEIVE 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 www.vlmk.com JUN — 5 2013 STRUCTURAL CALCULATIONGINOFTIGARD MIMING DIVISION for • Plaza West-Roof H VA C##3 New Roof-top Unit 9600 SW Oak St. Tigard, Oregon for Plaza West, L L C c/o NAI Norris Beggs & Simpson 121 SW Morrison, Suite 200 Portland, OR 97204 1014-IN LEXPFRES: 12/31/Zoly Prepared By: Jim Riemenschneider, P.E. VLMK Job Number: 20130216 May 14th, 2013 I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Plaza West Roof HVAC - #3 Plaza West-Roof HVAC#3 New Roof-top Units 9600 SW Oak St. Tigard, Oregon • VLMK JOB NO. 20130216 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-3 Mechanical Unit Anchorage Drawings M-1 thru M-6 Structural Calculations S-1 thru S-8 HVAC support, Existing Roof Framing Design/Analysis Reference Information-FOR REFERENCE ONLY R-1 thru R-4 HVAC cut sheets. Project Description and Scope: Two existing rooftop mechanical units are being replaced on the Plaza West building. This building is an existing 5 story office building with a plan size of about 220 feet by 75 feet. The new units are to replace existing units. The roof framing is comprised of metal decking, wide flange joists, and wide flange girders. Each new unit is same type and each are around 1530 lbs and will use a new adapter curb to fit up with their respective existing conditions. Included in the scope is the lateral anchorage of each unit and analysis of existing support framing. Each new unit is less than 20 feet in length. Previously, VLMK provided analysis for replacement of two units on the east end of the roof in December of 2011 and the west end of the roof in September, 2012. These two units are in different locations on the roof. ***LIMITATIONS*** VLMK Consulting Engineers 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 Consulting Engineers for items beyond that shown in this Structural Calculation Package. File:G1 Acad201 31201 302 1 61Calculations\Desi n Criteriadocx Pa ge t III Printed:May 14,2013 Structural Calculations DC-2 Plaza West Roof HVAC - #3 DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf 25.0 psf Snow Exposure Factor, Ce 1.0 Snow Load Importance Factor, IS 1.0 Thermal Factor, Ct 1.0 Snow Drift As Required Dead Loads: Roof (Commercial Buildings) Roofing (new and future) 4.0 psf Insulation 1.5 psf Metal Deck 2.2 psf Wide Flange Joists 2.5 psf Wide Flange Girders 1.5 psf Mechanical and Electrical 2.0 psf Suspended Ceiling 1.8 psf Miscellaneous 4.5 psf Total Roof Load 20.0 psf Additional Loads Roof Mounted Mechanical Units As Noted Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, Iw Iw = 1.0 Occupancy Category II Wind Exposure C Rooftop Structures and Equipment 5 60' Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations S5 = 94.7% Si• = 34.0% Site Class D Spectral Response Coefficients Sds = 70.7% Shc = 39.0% File:G:Wcad20131201302161Calculations\Design Criteria.docx Page 2 Printed:May 14,2013 , - I ®° 4 6 8 W W V' W s) VI W N S 43 220'-0" W W N I I ` I, 35'-0" 30'-0" 1, 30'-0" 30'-0" 1, 30'-0" 30'-0" 35'-0" c II NOTE: A DIMENSIONS FROM ORIGINAL DRAWINGS. o I I FIELD VERIFY AS REQUIRED. I 1 a m n = Z0 - - - - - 4 - A •o �Z _ in - i i ®° Zc N io • .1/_ i Al& 4 A Z b 0 3 3 w + �y, 11 - 1 - �- - i— r D Ir/1/ REPLACE EXISTING ref Z7 _ rn --UNIT,(2 of 2)TOTAL — _�_ _ l O 0 -0 m D C _ SEE ENLARGED FRAMING . -� N r- O x m i `. __ ___ PLAN,SHEET M-3 co , , Z z � � - I �_ - m ` EXISTING WIDE FLANGE O REPLACE EXISTING SEE ENLARGED FRAMING BEAMS AND GIRDERS 0 UNIT,(1 of 2)TOTAL PLAN,SHEET M-2 = NOTES: EXISTING ROOF D1.) CONTRACTOR TO VERIFY EXISTING FRAMING WITH MECHANICAL UNITS n CONDITIONS SHOWN AND NOTED PRIOR TO BEGINNING WORK. It W 2.) WHERE INDICATED ON ENLARGED PLAN,NEW UNITS A ROOF PLAN TO REPLACE EXISTING UNITS. , ff 3.) NEW UNITS TO UTILIZE EXISTING CURBS AND CURB SIZES. IliM-1 1"=30'-0" VERIFY CONDITION OF EXISTING CURBS FOR CORROSION, , DAMAGE,OR OTHER VISUALLY APPARENT STRUCTURAL g3 o DETERIORATION AND NOTIFY ENGINEER OF SUCH CONDTIONS. p o 7, 4.) NEW ADAPTER CURBS TO BE COORDINATED WITH EXISTING E -' 4 e CURBS AND CONDITIONS PRIOR TO WORK. CONTACT AND a� Ll COORDINATE WITH ENGINEER IF ANY DISCREPANCIES EXIST. EXISTING MECHANICAL UNIT, TYPICAL (E) W14x26 JOIST E W16x31 JOIST ittr , X I , TYP '°'1'� -�`�. •1� ��`/� EXISTING CURB_ SUPPORT -6 E W16x31 JOIST (E) W14x26 JOIST .r`.- ���.��� TYP AI �. TYP ° 'i� 'I Ilk I- I!� (E) W16x31 JOIST (E) W14x26 JOIST REPLACE EXISTING - HVAC UNIT NEW HVAC UNIT AND ADAPTER TO BEAR ON (E) W16x31 JOIST EXISTING FRAMING ON (E) W14x26 JOIST ALL SIDES (WT. = 1300# - UNIT ONLY) 0 ENLARGED FRAMING PLAN 1/8° = 1•-0° 4 VLMK CONSULTING PLAZA WESTROOFHVAC #3 zot7oz1s 0507 @017 .� O.� ENGINEERS 9600 SW OAK STREET JimR TN �r amm 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON 503.222.4453 vImk @vlmk.mm M-2 503.246.9263 www.vlmkcom ENLARGED FRAMING PLAN ,Q,„, • { • I TYP Aft M-6 (E) W14x26 JOIST (E) W14x26 JOIST EXISTING CURB i ,,, 1 SUPPORT TYP k �1J T TYP (E) W14x26 JOIST (E) W14x26 JOIST EXISTING MECHANICAL— UNIT, TYPICAL REPLACE EXISTING HVAC UNIT NEW HVAC UNIT AND ADAPTER TO BEAR (E) W14x26 JOIST ON EXISTING FRAMING ON ALL SIDES (WT. = 1300# UNIT ONLY) ENLARGED FRAMING PLAN 1/8" = 1,—O" 4 T CONSULTING PLAZA WEST ROOF HVAC #3 20170216 0er 07,/20" E N G I N E E R S 9600 SW OAK STREET JImR TN oRnw oNtum 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OREGON 503.222.4453 vlmk @vlmk.com M-3 503.248.9263 �www.vlmkcom ENLARGED FRAMING PLAN MIEET 1•3 010 ([11 el 1 I. NEW HVAC UNIT ■1 1I' I•1b, BY OTHERS 41MP NEW HVAC UNIT . ��P ■1116. � ADAPTER „AIM" '\■\. .I■P" ■1 1■r. Mi IN ■1 1■ EXISTING CURB TYPICAL-SEE PLAN FOR MORE DETAILS I j F � EXISTING JOIST PER PLAN BEYOND,TYPICAL 1 HVAC SUPPORT DETAIL - TYPICAL M-4 1.=v-o° I CONSULTING PLAZA WEST ROOF HVAC #3 20130218 05/07/2013 row.ma DOE ENGINEERS 9600 SW OAK STREET JMR TN MAIM Dam 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON I 503.222.4453 vlmk @vlmk.com M-4 503.248.9263 www.vlmk.com HVAC SUPPORT DETAIL - TYPICAL ■QT■o • 1 ` I Ii UNIT CASING 1 NEW UNIT BASE AND SECURE ANCHOR TO BASE RAIL UNIT WITH(4)#10 x 1!2"TEK SCREWS i,f-- ... i -.— -Maas... ! SECURE ANCHOR TO CURB WITH(4)#10 x 112"TEK '�____' U. SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' OR EQUAL ANCHOR,(4) Oh. NEW HVAC UNIT TOTAL,(1)EACH CORNER `� ADAPTER CURB ON LONG SIDES OF UNIT ii in Illy SECURE NEW HVAC UNIT ADAPTER CURB TO ► •!1/ EXISTING CURB WITH MINIMUM#12 TEK SCREWS AT 12"O.C.AND(2)SCREWS AT CORNER ANCHOR PLATES TYPICAL 1 AT CORNER PROVIDE ANCHOR PLATES, 1. 16 GAUGE x 3"x REQUIRED, LAP UNDER 1 10 GAGE'CANFAB'OR AND OVER ANCHOR PLATE,LOCATE EQUAL ANCHOR PLATE il ±4"IN FROM CORNER - at um GALVANIZED SHEET METAL COUNTER EXISTING UNIT FLASHING IA MOUNTING CURB in ma EXISTING ROOFING ri EXISTING METAL DECK,REMOVE A/' _ I UNDER UNIT AS REQUIRED iFfil W► J l_F I- ,r SHIM AS REQUIRED AT METAL DECK— CUT METAL DECK AS 1 REQUIRED FOR STRAP SUPPORT FRAMING PER PLAN I SEE DETAILaFOR STRAP INFO M-6 C HVAC MOUNTING DETAIL 1 112"=V-0" I 4 CONSULTING PLAZA WEST ROOF HVAC #3 20130216 05/07/2013 rxo.E«a DATE ENGINEERS 9600 SW OAK STREET JImF1 TM COMM CHEMED 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON I503.222.4453 vlmk @vlmk.con M-5 503.248.9263 �vvww.vlmk.con HVAC MOUNTING DETAIL SHEET ti -e--AT CORNERS: INSIDE FACE OF CURB WALL PERPENDICULAR 1 1/2" 3" 3" 1 1/2" BOTTOM OF EXISTING } BOTTOM PORTION OF ROOF CURB AND TOP ^,� EXISTING ROOF CURB OF METAL DECK cv —® ® ® (, w 0 SIDE OF o "o FRAMING W U AT CORNERS AND AT MID—WIDTH, (2) EACH SIDE, (8) TOTAL, PROVIDE 16 GAGE METAL PLATE x 9" x REQ'D WITH (3) #12 SCREWS INTO EXISTING CURB AND INTO EXISTING STEEL ROOF FRAMING, (6) TOTAL EACH PLATE NOTE: 1. EDGE DISTANCE FROM CENTERLINE OF SCREWS TO BOTTOM OF EXISTING ROOF CURB TO BE FIELD VERIFIED. NOTIFY ENGINEER OF RECORD. EDGE DISTANCE TO BE DETERMINED. 1 STRAP DETAIL t CONSULTING PLAZA WEST ROOF HVAC #3 2018 0216 05'0011 7 ENGINEERS 9600 SW OAK STREET JImR TN MAW aim 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON I503.222A453 vlmk @vlmk.com STRAP DETAIL M-6 503.248.9263 �www.vlmk.com u5 Design Maps Summary Report User-Specified Input %) Report Title Plaza West#3 Thu May 2,2013 17:36:44 UTC Building Code Reference Document ASCE 7-05 Standard (which makes use of 2002 USGS hazard data) Site Coordinates 45.4437°N, 122.7754°W Site Soil Classification Site Class D -"Stiff Soil" Occupancy Category Occupancy Category I ::1: -.�:::�li. 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I Nli 4 '.'r i^ J,; `4 9R ';-•�•!<rm�1K 'a.t�•tl �'.1.�. ;3' .y..11'{ '�t p.l_ � �1/1.�I :�' .'�1 e y •::61i.:1:.':"I°!^ 1 ii;;;;;;'"li ,:.1!,IYl Ill .,7• ` _.. °:Cf�lilk� is . .I,�i:•,:.:.. )t. :.1'u. •&��«f', •1.�') ..Y1:•I.iii• �,,I S:..Mwi.•i:, : .. .. ' , I ''1i di II:14y 1,1..rri Tigard "1. t.. .:y;-:.• (,,'1';','..11 111.1,1p 111:11 lt4'.1.N,-`'l11 111117i1 `�'or !,R :?;;: -114 - '�� '•.�� ' �1 i; :�?1. ,nil' a�.. ■'� �'I f'il�t�i{�,.lil•i� , .•/r4kitY •'j: .I 4,t' ,ii: .tib' •{� Wt4 n'111 I I1 I.. I :1; IV'.�..,�..111"11.11 1'1'1 �l�• ;{ 11 •�::'::: ,. 1i1' I I1dl :8111 9P -;”� G I•r.;•1. �,k.. 'S. Il ..I.,1.r ;lr Id{I1"1;. li 1'.Y IiA:s(:i Vii 1%i 1'i.'.l, `r h.:. :�1i I:_ •Yl1 ;, J llir,14l 1 it14�0�1i {]jJ1� 71 ' MOU 1 l ;1 i...:M ii I;iV,H ��1lllyi :.! 'I�,li( YH•lj4. 111'I,�: 1I11:I• .`t 4.11, . 's (.0„„.i,,1u:!,jf.' ,I „•:;,:.ill,.'W t r,t 1 1/4,1 .iiis .dtII {ll. E `sli V'IIII I• /!F't r �ry! ;''. �..• Y11r ns J I I ,15::!p,II'i7 jTl"1 H(p 1 t 1 I 1�11t1111�yf�`I i I Tualatin River „�:':1.' *ii 1 :ii _., ll Ori,,11' 01: 11-I1 ii I 114 . n 9 1.'!'.I �j; r1 n I'• 1 I .1 .,t.. f ;11 I _ h' ., i .,,I�Iii1:IQ: l�, ......_..._ :,��.t .r� - illir :{I' iIf' � ,11. t - 1:,J..li( 1 I f I II. •.1 �•II: ��:I' :�-;:� �,: 'l:� ,,:,.: t. �� ,� .. � ;,.,-f,.l 111 t�r ta,lr $ e 1�1 i ,Hoz+ , Tua :`.,.: . 1 1 1•p I�I I �'I II'illiblili!'I'�,h 1 f 1;1,' Et.1 9 L,00rooRd.... 1,i I ••i. : c 1 I is h 1,111`1tIi,1 ,H, f lq! 1l1•1, s� to 1. .. ' .. l.,i.:.•: dl,{11t':141 7ilcol.l E I F11,1+111{, 1.1 ti q!�I9r:r USGS-Provided Output Si = 0.947 g S„s =• 1.061 g Su= 0.708 g Si = 0.340 g Spu = 0.585 g Sp, = 0.390 g MCE Response Spectrum Design Response Spectrum 1:)0 0.72 0..x7 0,04,, 0.99 0.56 o.77 0. 10 OI 0.cc 01 `" 0.40 a 0.55 ' ei 0.14 � 0.?2• 01.22 0.16 0.11 a.09' 11.00' p..*.f.-∎.....•4......•i...•..,•1. -.•••• •-.....ii.�•«••f-,.-,.'.:4' -^i 0.00 0120040 0.60 0.90 1.00 1,20 LID 1-60 1.00 2.00 0.00 020 0.40 0.00 0.90 1.00 1.20 1.40 1,Ca 1.00 2.00 Period. T(sec) Perilod, T(s• c) 4 Although this information Is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the jaccuracy of the data contained therein.This tool Is not a substitute for technical subject-matter knowledge. VLIVIK. E N G S N ETE R S r 503.248.9263 t #3 Job No. 2013 216 i 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 L vlmk @vlmk.com Date May, 2013 W www.vlmk.com ` v2.01-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. 5`2 Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7-05, 6.5.15.1 / TYPICAL SCREEN WALL OH / /�'' ./ TYPICAL MECHANICAL UNIT Dv � i F aNikY2=.r\-• \ ----).4- H Dv h 'i/� ■ F H IA V llililI jjtilliit! ' Exposure Category [Section 6.5.6.3] Kat _ ;i`;j EYI00i 'j':'? Topographic Factor [Figure 6-4] I =;i; s;,1'0A,l;l,,;;,;r Importance Factor [Table 6-1]• V = ii i0;ii,ph!ji!!' Basic Wind Speed 3-Second Gust [Figure 6-1] • B =i;i 220,,00ilfta;! Horizontal Dimension of Building Measured Normal to the Wind Direction h =Iii,,;,52 00ift!';,' Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv =1 , iSi7 5;fti Height of Rooftop Structure or Equipment DH =ii 743,,til'!r Width of Rooftop Structure or Equipment H = 57.75 ft Height to Top of Structure or Equipment a - 9.5 3-Second Gust-Speed Power Law Exponent [Table 6-2] zg = 900 ft Nominal Height of Atmospheric Boundary Layer [Table 6-2] Kz = 1.103 Velocity Pressure Exposure Coefficient [Table 6-3] Kd = 0.85 Wind Directionality Factor [Table 6-4] qZ = 0.00256KZKnKdV2I [Equation 6-15] qz = 21.7 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cr= 1.3 Force Coefficient, Square Cross Section [Figure 6-21] Ar= 42.1 sf Area of Structure Normal to the Wind Direction Bh • 11440.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F=xgZGC,Af [Equation 6-28 and Section 6.5.15.1] 4 p = 45.3 psf Design Wind Pressure 4 V L M K CONSULTING P 503.222.4453 Job Plaza West #3 E N G I N E E R S 1 503.248.9263 Job No. 20130216 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 E vlmk @vimk.com Date May 2013 W www.vimk.com v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S --3 Mechanical Unit Anchorage Design - top of curb y Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT f x Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • Site Class = D' (Assumed) (CG SOS =;;;.0:7081; Design spectral response acceleration \-1-'' CR Y Ap = 25 I.!! [Table 13.6-1 ASCE7-05] Ycg RP = 6 0 [Table 13.6-1 ASCE7-05] • 1 2 e Ip = .i.00.; Importance Factor z = 52 , (ft) Attachment height from base of structure Xcg h = 52; : .(ft) Average roof height of structure from base PLAN VIEW Wind Parameters . 7-05 Section 6.5.15.1] P = 45 (psf) Design wind pressure (psf) HVAC Unit Data ECG Wp = 1,300..`,(lb) Machine Weight -v.4) X = 880 (in) Base Dimension Zcg Y = 59 0 (in) Base Dimension Z = !'44.-0':;; (in) Height of Unit and Curb I Xcg = 31:0 (in) Center of Gravity SIDE VIEW Ycg = 34.8 ! (in) Center of Gravity Load Combinations: Zcg = 22:0 (in) Center of Gravity ULTMATE: - (0.9-.2SDS)D + E I 0.9D + 1.6W ANALYSIS ALLOWABLE: Base Shear: (0.6-.14SDS)D + 0.7E I 0.6D + 1.0W Seismic: 0.4a S W Fp = ,, °S "(I+21-)= 460 lbs. _S 1.6SDSI pWp =1473 lbs. OK Rp/Ip l h � 0.3SDSIpWp =276 lbs. OK Base Shear, V„ = 460 lbs. 1.0E Wind: V„ = 2175 lbs. 1.6W Controlling Base Shear = 2175 lbs. Wind To (4)Anchors/Corners = 1359 (asd) Wind Anchor Shear(Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity =:::.1!,!..5T0,',.; 1 31 961 34.8 1211 ex = 14.55 ey = -3.56 2 57 3249 34.8 1211 Mx-x = 6696 My-y = -1638 3 31 961 24.2 585.64 4 57 3249 24.2 585.64 Y Direction X Direction 8420 3593.4 V1,3 = 140 V1,2 = 99 V2,4 = 160 V3,4 = 104 Controlling Vumax = 544 lbs. Wind Overturning: = 340 (asd) Wind Mot = 10124 lb-in. Seismic 1.0E Each Anchor/Corner Mot = 53292 lb-in. Wind 1.6W �! Mres-x = 30564 lb-in. Seismic Mres-y = 23859 lb-in. Seismic = 36270 lb-in. Wind = 28314 lb-in. Wind Net Bolt Tension X Direction Y Direction Tumax* = 212 lbs. Wind Tx* = 97 Ty* = 212 - 122 (asd) Wind *negative(-)values Indicate there is no net uplll Each Anchor/Corner CONSULTING 503.222.4453 Job Plaza West#3 E N G I N E E R S 503.248.9263 Job No. 20130216 f 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vImk@v1mk.com May 2013 www.vimk.com .5-41-v2.20-Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. Mechanical Unit Anchorage Design - (ADBTR) curb to (E) curb Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT I x I Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • --- Site Class =' ; D (Assumed) CG Sos =;,;;;0:;708:;'.;;; Design spectral response acceleration •+CR Y Ap =1.,!' 2;5' , [Table 13.6-1 ASCE7-05] Ycg RP =,,(,,! 610•i'I1i [Table 13.6-1 ASCE7-05] • 1 2 Ip = '1;0Q 'i Importance Factor z =,li,i''l52;;'' (ft) Attachment height from base of structure Xcg h = '1'0 1 52!'i i i'fj(ft) Average roof height of structure from base PLAN VIEW Wind Parameters ., 7-05 Section 6.5.15.1] p I;'�I+i :5l4', (psi) Design wind pressure (psf) HVAC Unit Data ECG WP = ' ;1,535 ! (lb) Machine Weight -�'11"� X = f,i'88'01,"! (in) Base Dimension Zcg V = ,Ni59 0s j!! (in) Base Dimension ' Z =:i;;" 69O31i (in) Height of Unit and Curb Xcg = ;!'; 3110; ;, (in) Center of Gravity SIDE VIEW Ycg =!{;l 1j0;4�B, i i (in) Center of Gravity Load Combinations: Zcg =;1 ii44'1y,(in) Center of Gravity ULTMATE: (0.9-.2SDS)D + E I 0.9D + 1.6W ANALYSIS ALLOWABLE: Base Shear: l (0.6-.14SD5)D + 0.7E I 0.6D + 1.0W S:;;smic:: F =0.4a,S7 �1+21 J = r r = LA., ilr<;. <_ .l.6SpShT'Yr, — z;;%'35► Ila,. �til.: P RP P h >_0.3SaSIYWr, =:ot; li,;;, c:'i< Base Shear. l„ = 543 lbs. 1.€Ic Wind: V, = 3063 lbs. 1.6W Controlling Base Shear = 3063 lbs. Wind To (4) Anchors/Comers = 1914 (asd) Wind Anchor Shear (Seismic) rt chr,%I.. ch; (bt'''2 ;'I'y dy:"s... ly`i'nimu ro �.:4-..E:rit.riC i"i' - r{�1;1"�ij i JIJ.Ii'rs:`E1iii;' 1. 31. 961 :•4:: 1'311 el.: -.. 14.S S 4.rr'_ ....!;.56 2 57 3219 4.".1 1211 M:4 79N3 ?-l-ti-.Y _. `��.i- `1: '1 .3 ?I. cl(:l Lit.? 5L15,6-1 4 57 3219 24.2 585.54 V. CA re<tic.In X Direction S42 C. 3593 4 V,. 1 -• 11:5 ',11,:: = 1.17 Controlling V„max = 766 lbs. Wind 4 Overturning: - = 479 (asd) Wind 1°ra;t - ,...;' 1'? 11: :, a:7;ink: ai..laN. Each Anchor/Corner 4 Mot = 105673 lb-in. Wind 1.6W •Mres-x = 36088 qb-'n. Sefsrnic Mres-y = 2°.:l,2 113••0. Seiis5 iir: = 42827 lb-in. Wind = 33432 lb-in. Wind Net Bolt Tension X Direction Y Direction Tumax* = 612 lbs. Wind Tx* = 357 Ty* = 612 = 371 (asd) Wind •negative(-)values Indicate there is no net uplli Each Anchor/Corner Vi_aMK ENGINETERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 JobNo._ By P 503.222.4453 503.248.9263 oace sneecnto. ^ -7 t • L1: s�Ol '``� . { IC Ck TO • - F J •(lf�CK in - 4: % 2.teePto \J-. ; �:: :I.; 1 . Div...- . . : . • 9 - 41„.4.",‘I #..2- F=.c - - , c- • r: f . • Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings'menu item Project Descr: and then using the'Printing Si `^ Title Block"selection, ff i /Title Block Line 6 4 1"L1 !! e.&AA Printed 6 MAY 2013,11:33AM Steel''''' 'lr ' ." Fite=gn Acad20131201302161CakulalionsW2framingec6' ENERCAL0,INC,1983.2013 Buik1;6,13,5,2,Ver,6ii3,52 Lic.#.KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: (E)W16x31 CODE REFERENC (E) W(0)(31 Calculations pe • r I = - '•• , •. -*^7 SCE 7-05 f A� l _C_oN t"1651. dr ce) Load Combination S- ♦ 'S P+ �0`�/ Material Properties . �,3btt%" t< , t 455u Lot) Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Load Combination ASCE 7-05 D(1.6) D(0.45)(0.2)S(0.29;0(0.45) • ii 1 + . i Yi It'll t. 1 , t:, 't ' tit PIag I 1 "il:•;'"" 9!?•I^;I' '4!['1'4 i:li!11 t'I tll 'It'll I 1 1l.f{�1(Itlll 1 lit?I�1S '11. `+i.i r:,:t�,•y; -1.: ';I:: �-I: i.,f.I �p 1,., I � � u lIhilt;•fl !if },I i'iilail: i.j11 LI}il}J.11,},.. 1.1.11 I l:: lI I IIfJ i I,b i1:�:;.i1"`I r { f i 1, It }, t,, tt,_,p�l;l� l ,[;i,t err {i i il,llittFI li ,i,,1i,..,il,Itl,i,, 1 , ,((F, . ifl, I,)1, Il.it { Ilinld idd,.,,i∎inti.,rlS .,.i,:lill II.l,iilI' , Ii,41,: I La...ICILl.tl,: n,llliduilllfirirt,:.l: ltl`l11l'F'. !I;M�.,I,I�,I,lIl.1Il',ifINt,tll,i,iil.l.,l:1 I}tlii:i iiii,iIi,litll!iii,f;{!I•IUUIIIIIi II<Id�IHtdlliilti 111:1111111111:111111111,t: 11111a:l,r.It 1411l:,n:-•k.t;l' i....;.i.11 ,:j:l.t 1 I�PIIPI.I1.liiiir,.1,11:: M i d i t 11r !rr SPN1sx 10 ft Applied Loads i Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads ...... na is ACTUAL 9115 r- C'OvtJSWltal/A'lWE Uniform Load: 0=0.020, S=0.0250 ksf, Tributary Width=10.0 ft,(DL+ SU Point Load: D=0.450 k fl 20.50 ft,(MECH; 9�#oF/> of W(r - Point Load: D=0.450 k 0 14,50 ft Point Load: D=1.60 k M 8.0 ft,(OTHER MECH;- l OF dPir lex'107), } ' DESIGN SUMMARY ;:,:;:: ,-. :. , Desi u n OK " Maximum Bending Stress Ratio = 0.644: Maximum Shear Stress Ratio= 0.116 : 1 section used for this span ,i -.- section used for this span WI 6x31 Ma:Applied 86.728 k-ft Va:Applied 10.103 k Mn/Omega:Allowable 134.731 k-ft n/ mega:Allowable 87.450 k Load Combination +D+S+H Load Comb(nation +D+S+H Location of maximum on span 16.800ft Location of Maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.782 In Ratio= 536 ©� Max Upward L+Lr+S Deflection 0.000 In Ratio= 0<360 Max Downward Total Deflection 1.775 in Ratio= 237 -w-- ----_=w.. Max Upward Total Deflection 0.000 in Ratio= 0<180 '....---``` Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega D Only Dsgn.L= 35.00 ft 1 0.361 0.066 48.60 48.60 225.00 134.73 1.00 1.00 5.73 131.18 87,45 +D+S+H Dsgn,L= 35.00 tt 1 0.644 0.116 86.73 86.73 225.00 134.73 1.00 1.00 10.10 131.18 87.45 Overall Maximum Deflections=Unfactored Loads . Load Combination Span Max."-"Deft Location in Span Load Combination Max."+"Dell Location in Span D+S 1 1.7754 17.500 0.0000 0.000 fVertical Reactions•Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 10.103 9.235 D Only 5.728 4.860 S Only 4.375 4.375 D+S 10.103 9.235 1 12.5T Unit Report For 12.5T Project-Ur ttled75 02/1412013 Project:-Untded75 02/14/2013 Prepared BY 02:57PM Prepared By: 02.57PM Unit Parameters Dimaruiona(ft in.)6 Weight(lb.)••• Unit Motet..._._...-......-.....4ITCD074A3G5-SFaCe Unit Length:.._.__...__.—___.._._.....__.._T 4.127" Una S¢e:...__.._..._.-........._....___.._..14(1L5 Tans) Unit Width• __—.__... _.4'11.5" Void-Phase-FIei _... _._._...Z05-3-00 Unit Height- __4'1.375" — Total Opera6rg Weight 1300 lb Duct Cr Yatleal0ttpplylWr0ealRetum 12.5T Low Heat ^Wegaa and nn,retar• .n eppnm m.r..Weight m.. Norrtion Coifs ra Maxis ova penning.>,ppcarera dimension v. p Mdad prmaly for Ripping rs000m.for end dmanse.o end eearn.,refer ta ow...mproaJd Gate eau. Tag Cover Sheet Linos and Fillers Gas Line time 314 Unit Report Condensate Drain tine Return Air Filler Type:. 7Mrowawq Certified Drawing Return Air Filler Quantity:...... 4 Relum Air Filter Slze:.... _......-_..__.-_.20 s t0 s2 Performance Report Spec Sheet Unit Configuration P High Static Option Unit Feature Sheet At'N-AlCa Eiectrcrnachardcal Contra s w1 W7220 Ecano Controller Enthalpy Economizer wf Barometric Relief Standard Packaging 2-Speed indoor fan motor controlled by VFD Warranty Information I-Year paris(sid.) 3-Year parts Novella*condenser coil(std.) -Year compressor parts(std.) I0-Year heat exchanger-Aluminized[std.) No optional warranties were selected. NOTE: Platte sea Warranty Cstalag 500.049 for m pianttion of policies and ordering method.. An unmated Novatlon condenser coil was selected for this product.This Is based on an Installed location with postal code 97201 and a non-corrosive Ioraltaed environment Ordering Information Part Number Description Quantity 48TCDD 14AMGS6F0G0 Rooftop Unit Base Unit High Static Option Electromechanical control,Enthalpy economizer with barometric relief and W7220 economizer controls 2 Speed Fan Controller(VFD) Accessories CRPWRFX0.1022A01 Power Exhaust System 2 Packaged Rooftop Builder 1.34 Page 1 of H Packaged Rooftop Builder 1.34 Page 2 of I Certified Drawing for 12.5T Project-Untitled/5 02/14/2073 Prepared By: 0217PA1 1 a,bb f!'d�eC1�IHI' dlt'J�t'S(` [[ 6 SE--.1F"':"MN 1:,i a «f.'.�I:enr'=',you 171.1'1._:.. i nn .1 _ImmaeO�m c�1 u2/u�u us nr GICiliTtNIMIN31 ®0®e7®emMIVi1111W.'ACU)a ;en ggrg.Iiig:m.111a'CI,nin'l•i'iri:'t"l.i:lu'7rt"..'. t.r-.°lrwi".'.11 i1uul7Jr ' COt1C1 A 1 3 TT 6 l COIF 6 +334 �1 ; . ...9.., 16/1 ÷33 // yTI ti J ,�I, Iljlil,.0,e frr� n 41*,''',` D MVO 0 corm C /' /J 1 f 0 1 ,334- 1 1 r� `V// 4 it '31 ____ C. CD 110 o I c n r4 Q00 •1 .= i .=.: : 00 LTAO1T "" I ° I w"" I /01[9 1 310011 711 CUC710CA1 I 4070501441 16 00I 10.01.10 00.30.10 COO:IAI 000 OAS OCAi Podeged Rooftop Bolder 1.34 Page 4 018 Certified Drawing for 12.5T Project-Unlledld 02/1412013 Prepared BY: 02:57PM 1 111"ft6'fl&IWIII M41MI III WWI 1111"[I • C sn.""".'e71A4'N Y. °. ati1Li117r1rar.`.•d I.a 011I0•YlOtl 1r[Ns 1.1 I ilui(1 e0/14M UM I.»aas,m w m me 1l 111 111. Ixn'... Boil I Dr Ill 111 111131 MI loll Ml r.•1111 n....•1 xbu MI yr� li�l in'WI 011/1110 001111 01114 Cl �lM1 �U1I 1/.1.u m aw.urT wiI T'_ _ 2/.•.0 b1 u[b..11a �1y 4� 'r 0111 na r.11 x011...Lar itliii'flifill _LI ppb1�1..((I��R.IrI((aa1IJyyyQ11 •r ( 11111 "'YYr0WIi4i0011 wvu l v +�I ,ry;a' x 11 P it y 11..r!Mmnismu liriii ;�•D•n1A . t r".• Y.bn=1 Y.•1141 OACII 1Nl iu1 Mils:Ha M1•IRlil{[. -_-dIIJ-1- _ 11 • MIN.'"""" V ;b1 r.1. _ t l � IN? 111 lur•vlj I fill' I61. �I� _: 11 iw'u'Q1;K1 05L4 11511 ME] J,1 11 i .car..l .?11py11 • 1 7:\:, Nhi.II 1 Wi1 1 / ! ' 01.1!1 1 ,-wM[ r.. um �� iil.l Wil4 µ 1 \LI d/ ll .__.-..____ 1.. I Iii' - llIIi ?II'1: L'1 ====g,.. inn I.— l:ri ""' IIiUj PI;;;' Snnjnl[ 31011 t I lino * Si::' 5gil `^,1 . w.b IICnT J its,t n I 110-0 0I 00'7010 I 40TC COOLIE 1IT110A3 MCAT"10A1 I lOr'501/11 1 .- PockogodAooftop Builder 1.34 Page 3 of 9 • Performance Summary For 12.5T Performance Summary For 12.5T Project-Llydilled75 02!1412013 Project-Untided75 0V14l2013 Prepared BY. 0257PM Prepared By. 02:57PM Return Dud Static: 0.211 in es Mex.Air To Exhaust___.-_-'__--- '--__...---_----_---_--_--_. .___2UD CFM Part Number:48TCDD14A3G5-6F000 Electrical Data(Before July30,2012) ARI EER__._---------•-----.__.----� 10.10 Electrical Data(July30,2012 and Beyond) IEEFt ------- ------- 11.1 Power Supply MCA* 71 Be r Unit Oknanalona Power Supply MOCP�----._._._`------.`--...�-__.._...._ . . ......an Unit Length- _. . U.1 in Disconnect Size Fl_k___.____- -_ Unit Width: 09.5 in Unit Height Disarmed Sea IRA: __396 _.___.____---__�__._.._ ....._.....-____._..__...-_.-__..............._____..615.4 in Operating Weight July 30th and beyond units can be Identified by ear al number 3112130000000r and higher Base Unit Weight't .. _ _.__________.____ 1167 lb High Static OptlonL.__ 15 lb Control Panel SCCR:5kA R619 at Rated Symmetrical Voltage AVA!-AllQI_ _... _ ..:51 lb Enthalpy Economizer wi Barometric Ralie! .74 lb r AO oncuatad feevatlon condenser Coll was'sleeted for this product Thus le based on an Installed location with postal code: 2 Speed Fan Controller(V=D)- 78 lb• 67201 and a non-corrosive localisad environment Accessories Power Exhaust System' _..-75 lb - Acoustic. Total Operating Weight CID Sound Power Levels.65 re 105-12 Watt, (1 Base Unit Weight is based on RTPF. Discharge Inlet Outdoor Unit 63 Hz 96.7 95.1 87.0 Unit Vo �tage-Phase-N -.___-_ 206-3-60 125 Fiz 96.1 89.4 85.2 Air Discharge._.......... ......_._.._..._.._._-._ VertiW Z50 Hz 54.3 74.9 64.6 Fen Drive Type Ratt 500 Fiz 78.3 70.4 84.9 Aduat Airflow:__-------_-__-____-..__.__......._�. .... ._......._._...............__..4050 CFM 1000 Hz 75.1 68.6 82.2 Site Altitude:._.___._.____._-�_____..___.__.._-..... -........_..._..__..._._.......0 a ( 2000 Hz 72.0 64.5 78.4 C 4000 H2 75S 65.1 75.3 Cooling Performanc 8000 Hz 77.6 625 72.9 Condenser Entering AirDEt.....----'_-. ._.....__....____- ___._-_.____.95.6 F Evaporator Entering Air FOB:...__._ _60.6 F Evaporator Entering Air WS:.___._ --__ i7.6 F A-Weighted 85.2 77.4 87.0 Entering Air Enthalpy 31.64 BTUltb Evaporator Leaving Air Da:--_ __-__ 60.6 F 1_ Advanced Acoustics Evaporator Leaving Ai WBL_. _----- _-- ._57.3 F Evaporator Leaving Air Enthalpy 24.56 BTUBb Gross Cooling Capacity:_____._____...__...._......__...__._.....__._.__._..___.......___.141.06 MBH .�. Gross Sensible Cepadtyt.... ..._..... . ._.............. . .. . 103.59 Mall \ Compressor Porwer Input. _._ ...-.._....._._.__..____...._-__.-_...-__._..____..__..._....-..1020 kW Advanced Accoustice Parameters \ 1 Coil Bypass Factor._.. ._..__.•..._..__„ .. _.0245 1.Unit height above grounds__.. .........ASA R ; 1-; 7 2.Horizontal listen from unit to receiver_.__..._156.6 B \ "f \rr Heating Perfsrmaete6 3.Receiver height above ground......_.__....... 5,7 15 S CS Healing Airflow_____..-.- 4500 CFM 4 Height d obstruction •5 it Q \ Entering Ai-Temp. 70.0 F 5.Horizontal....lance from obstna:eon to recekee^L ft : 'T fs+�_ �Q Leaving Air Tempt.---------___.__.-__-__._....- ---'------- -. ..11.5 F 6.Horizontal 6slance from unit to obstrucionc_0.0 ft \ (}) \ 0 Gas Input Capacity' 120.01180.0 MBH \ Gas Heating Capacl._.__._______.__.._...__..... .. _ .............___.__.______.147.60 MBH \ I 7. Temperature Rises__.___ -_.--..-__.__._.._____.._._---_--_.__------211.5 F • NOTE" _ _ _ Second Slags Detailed Acoustics Information Supply Fan Octave Band Canter Frequency,Hz 53 1251250 500 16 2k 4k lk Overall • External Static Pressure' ____ 0.75 in cog Sound Power Levels at Ur„t's Acoustic Center{taw),dB 87.0 85.2 84.6 84.9 822 75.4 75.3 72.9 924 Lw • • Options/Accessories Static Pressure- A-Weighted Sound Power Levels at Unit's Acoustic Center(LwA),dBA 60.6 69.1178.0 81.7 822 79.0 78.3 71.8 87.1 LwA • Economizer 9.10 in wg Sound Proscure Levels at Distance Specified above(LP),dB 64.6 52.8152.2 525 49.8 46.0 42.9 40.5 60.0 Lp • Power Exhaust_-_._ _(Fan Data Instudaa Dropl A-Weighted Sound Presauee Levels at Distance Specified above(LpA).dBA 28.4.361143.6 492_49.8 47.2 43.9 39.4154.7 LpA Total External SlaBc.._. --_ 1.05 in cog - Fan RPM__.__-._._. 1105 . Fan Power. ........___. ... ................_............_.....4.00 BHP Calculation methods used in this program are patterned ether the ASHRAE Guide;other ASHRAE Publications and the AHRt • NOTE;... .._..... . Seiseted IRA RPM Range:1622-1240 Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program,it is assumed i that the user is knowledgeable in the art of system sound estimation end is aware of the tolerances involved in real world acoustical Power Eahausl . Packaged Rooftop Builder 1.34 Pa 5019 Packaged Rooftop Builder :.34 Page 6 018 • I P 1 . dr. ..III. ...+. RE5105 ueaue®AAPME ON=PEN ANN/f, l REV. DESCRIPTION DATE APPROVED Attn: Tag: TURRET I ` g- 2 UPDATED TOP BRACES I iJ29/11 9�11 _ OO 17 9116' Approval: -.-I 2'IYP SUPPLY AIR R 33 L RETURN AIR 361!4' I .*11J1 v INSULATED ``p, t COVER EXISTING CURB LAYOUT � \� as„''' 77314' 75 10 41 15!16' SUPPLY • 70 7116' 561!2' C 3011!18' RETURN 24 lT I [ 813!4' S' --` �T { 2114' 1 214 F 537116 ”' j 703!4• (1 15' F+ 79114' I 3' 71 15/t6• alI MGM gay AWIKNALS DAV m.: 14010-4005 CURB SHOWN IS CDI STANDARD CONFIGURATION 235.12 '~"oolvarns Nam CDI RESERVES THE RIGHT TO CHANGE LAYOUT 1.t5•ADDED TO OLD CURB OD 7uesdry,November 29,201 3:56:o8 PM QUOTE#: 2.MATERIAL 18 ga GALVANIZED STEEL WITHOUT NOTIFICATION.IF CURB 1S NEEDED IN A r c�oslwc cane o0 17560 TYLER ST NW �,,,,,� 3.GASKET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED SIMPLY MO RE"'""O1'ENO1 _ �� RIVER, a„g 1-4010-4005 WOTE AO 4.9JSULATIO,Nt 1-11/2 LB DENSITY PRIOR TO PLACING AN ORDER. will ANY QUESTIONS CDI((116313S01-7710 'FAX BACK F DRAWN°I5 OK AS IS a.. 4l1 (763)341-7151 1 1 a 3 �/-7° 22.5 I,».n. 1 1 . • , • • • . „ ......,•••2..... .„........•'•. . ..........1..,.;.."-,!••••',',;•••• .• .' 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Vertical Supply/Vertical Return Low Heat "` Weights and Dimensions are approximate. Weight does Novation 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. 4 Return Air Filter Size. 20 x 20 x 2 Unit Configuration High Static Option AI/AI-Al/Cu Electromechanical Controls w/W7220 Econo Controller Enthalpy Economizer w/Barometric Relief Standard Packaging 2-Speed indoor fan motor controlled by VFD Warranty Information 1-Year parts(std.) 3-Year parts Novation®condenser coil(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. An uncoated Novation condenser coil was selected for this product.This is based on an installed location with postal code: 97201 and a non-corrosive localized environment. Ordering Information Part Number Description Quantity 48TCDD14A3G5-6FOGO Rooftop Unit 2 Base Unit High Static Option Electromechanical control, Enthalpy economizer with barometric relief and W7220 economizer controlle 2 Speed Fan Controller (VFD) Accessories CRPWREXH022A01 _Power Exhaust System 2 Packaged Rooftop Builder 1.34 Page 2 of 8 tr' ` Certified Drawing for 12.5T Project:•-Untltled75 02/14/2013 Prepared By: 02:57PM WTU: In4 ri w r a'•0i1°i�' 'rl'1R[""'7t4fw'°�': ncR11lal[A.�.n 1,DIWKia!At[;MUMS"rtIWKIOK NIT CAMP COIL ME 1 O CAa I[I 14Aran1a 4.0.11 4m41, 114 n'm 11e1'1 �^�mom. 11[ I AK Ix 2. CEITEI Of 61ArlTI ASIC-111 MCI 11 116 nl 111101[ 12611 MARTIN MIS 410 111 111/ 15 31 a-SI6 A 1 Mr 1351/IA CIElI PORI SIML/ROLE 3.+111[[1[01 Or All MI uNl Hess 7 INV•55110 Iw[r11 ICA00/uul I [11V[&I III 2010 Sarlr IKC101r KM•W1411a 11Lx1111W1 • • 1 C 1 511•1511 DIA NK[ACCESS Ilw fC0ial2f1 1101 210111 I 1/I.1221 III FIELD Ca11u x11111 IX[ • INTN11l1 55201 E 5II•-11 el CONNISAII NM ' J I III•.11 VII 644 COIIICTIa • _ • 6 ['1511 DIA Ia[I SIMI IaC1-00r IILI[I 4CESS IAXEL 1 III Ip11101Aa[llliEtil 56.116 1 1210 F IR31 11211 ru1IS IEO6[CIAIf KIWI All TX[S[10LI61C011f1 Fa OfE _ CONO(ISFI 1111 C•CM•011a1,01u11 COIL ! —_ I ell TW[ARI x11[ 1[0'6 11011 IW001 all 0015511 612E NE 1I[U 111[.1 x KL[K MAL 10-1/1 \ 1!2' KC. 1r1'[11.21 I - 111111 [ 1/2• IN 111'122.21 2151) r 1 Ire 2112.N11 /OR1 1 IlI.114.11 1 1111] 11-511 C ∎ wrro 1155! ♦ [. IMO m•m 601 t Sn•1111.![ NOO t� ..,r r-7 00 11 I I—� 11 Shill ra•lIW-111-MKNU•EKT011%M CI 1011!lit it 11551,0 111 All 11111116 fa�\I.1.S!An I55rIN1 BACK _ 1 .1.1.1- I . 101:5I�i 11 nni�"" S 01-316 100 Intl L 1 11561 MI/ R 3.121 X E ALT. 11161 IKI ---- caxxur[ 1 20111 ---- 6/1 DIAA(21111$ 114112 1111 ual 1-s/e 11161 luu I_Cnlcu ® _ It 1urat01CT _A KC[S61A[L [0110 ITO IlT[I IIAII .;LIION N55E1 26-I/I • COItILL I 45 4 0 1 K�D, .• ACCCtt [ � 51111!!!All Han N 112311 IItCOW[[I IKSI 01I155A1 [11]] I RruW 247011 I IMI ■ 11Wlf WLE 13-116 . , ❑I /I 1101 W,3[0[ i C0DItKT C �, 3531 '�.. 1 R 1.511 d Sall NN� NN • Certified Drawing for 12.5T Project:-Untitled75 02/14/2013 Prepared By: 02:57PM l niii DNlSS „11RDNi 61..1• u�1•.aX4.11111`....eurh::laro14"X"`w' 04101100 610.1111 100111 101111 CO015N Cd0E1 C.6. 5411101 1 r4• 16.1$1,ffi'!:�"P"°����''1f UNIT CO'L 1E 16X1.0 0046X1 TAI 1[10X6 111 1510X1 ICI 1110X1 IDI - [L 111. 10. 115. 16.-111. 10. LOS. 00. L31. 10. 1 1 7 4110114 WWI 1111 301 301 115 151 11 111 101 434 III 2/1/0 1101 34 1/1 11111 20 111 11111 «•61610811 UNIT 151601 IS 1110 601 683 6CA1 AM 111X011 14[016111. 1111-/14 ITFT 1111 330 NI 151 111 16 711 II 440 200 11 1/1 11111 14 1!6 LN11 11 1/1 13531 TIN OTNEI 0111011 610 K[366011>1,NOTES 10 T15 00061[1 0414 CATALOG. 3111•00000 THE 1161E TIN 11010 11/6 6 0X1 1500•NI010CNAN3il 161111/16001 CORNER A __ _ CORNER B il(pllUll(RF".F,'''\‘‘ I I)))))�1 t o • I �ry CORNER D L'J CORNER C 6 TOP i • 1 II 400 ■ : • 00 FRONT Mn °1 s^'°m 18TC-14 SINGLE ZONE ELECTRICAL 48114501441 :03e 10-01-10 08-30-10 COOLING BOTH GAS HEAT G Packaged Rooftop Builder 1.34 Page 4 of 8 Performance Summary For 12.5T Project: -Untitled75 0234/2018 Prepared By: 02:57PM. Part Nummber:48TCDD14A3G5-6FOGO AR|EER. 10.80 JEER' 11.8 Base Unit Dimensions Unit Length. - 88.1 in Unit Width. --- -_' -'- 59.5 in Unit Height. - -_-___'-- ----__---'--'-_---'--'-_-- --_ 49.4 in Operating Weight Base Unit Weight°.--_ _-_- _-_'__-_--- ----- _---'11G7 lb High Static Option* --_' ____- __'_--- 15 lb Al/AI'A|/Cu. -_ --_' Z1 lb Enthalpy Economizer w/Barometric Relief. --___------'_''---____---_--_-_ 74 lb 2 Speed Fan Controller (VFD). ----. _'- 20 lb Accessories Power Exhaust System.-_'--'--- ---_ - _'__-- --- 75 lb Total Operating Weight' --_'-_ ---' ---'-- _-_- -'----'_-_''1noo lb (*)Base Unit Weight is based on RTPF. Unit Unit Vo haoe'Mertz. 208'3-60 Air Discharge' ------------'-----------_'_-'--'--_-_-'-' - Vertical Fan Drive Type. Belt Actual Airflow. - _--_-- __-___-__- ______-_-_--'_4WUU CFM Site Altitude. - - ___-_-_-_-_ ___-_-_-_- -_-_--__ V 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 Enthal - -- 31.44 BTU/lb Evaporator Leaving Air DB - --- 60.0 F Evaporator Leaving Air VVI3' _ --__-- -__'- 57.3 F Evaporator Leaving Air Enthalpy' -----'-'-- --_-'_- - 24.59 BTU/lb Gross Cooling Capacity' 148.00 MBH Gross Sensible Ca i{y 183.80 MBH Compressor Power Input 10.20 kW Coil Bypass Factor ---. ------_�---_'_-_-_---'--_.-' 0.245 Heating Performance Heating Airflow' 4800 CFM Entering Air Temp ---_- -- - - -- 70.¢ F Leaving Air Temp ___ -_----- --_--- _-_' 98.5 F Gas Input Capacity. __'_-- ---_-- _ _-__'-- 120.0/180.0 MBH Gas Heating Capacity'-_'--'- - 147.60 MBH Temperature Rise* __--- __---_----- --_---'-_ 28.5 F NOTE -_ _---' --_-'-'--'--'_ --'___-- -_- --_--_'-- Second Stage Supply Fan External Static Pressure' ---'_'-'-_-- 0J5 in wg Options/Accessories Static Pressure Economizer -__--- -_-___-_-- _----_-__-_ 0.30 inwg Power Exhaust' (Fan Data Includes Drop) Total External Static' - 1.05 in wg Fan RPM. --_-.--_---- - 1108 Fan Power. --_.''--- ---'--. 4.00 BHP NOTE. ---- _-- Selected IFM RPM Range: 1022-1240 Power Exhaust Packaged Rooftop Builder 1.34 Page 5 of 8 w Performance Summary For 12.5T Project: -Untitled75 02/14/2013 . Prepared By: 02:57PM Return Duct Static. _..._..._..._....._....._._...._......__....__....._....._.._...... ._...-...__..___....__..._._..._ 0.20 in w g Max.Air To Exhaust:...__ ____ ___.....____.....__..............._____......_..............__......____ 3850 CFM Electrical Data(Before July 30,2012) Electrical Data(July 30,2012 and Beyond) Indoor Fan Motor FLA _ ..._ _....__.....__..._._....- ._ __..._._....__ _. _ _._ ._.__...._.....13.6 Power Supply MCA* 71 Power Supply MOCP:._._.._. _...._ 80 Disconnect Size FLA• _ Disconnect Size LRA• 396 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage An uncoated Novation condenser coil was selected for this product.This is based on an installed location with postal code: 97201 and a non-corrosive localized environment. Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 98.7 95.1 87.0 125 Hz 96.1 89.4 85.2 _ 250 Hz 84.3 74.9 84.6 500 Hz 78.3 70.4 84.9 1000 Hz 75.1 68.6 82.2 2000 Hz 72.0 64.5 78.4 • 4000 Hz 75.5 65.1 75.3 8000 Hz 77.6 62.5 72.9 A-Weighted 85.2 77.4 87.0 Advanced Acoustics Advanced Accoustics Parameters F 0 ' 1. Unit height above ground. _ 30.0 ft - �- 0 2. Horizontal distance from unit to receiver 50.0 ft n 3. Receiver height above ground' 5.7 ft \ i .- ^ _ ,J i u- 4. Height of obstruction 0.0 ft 0 `'•' -=` '€ kJ 5. Horizontal distance from obstruction to receiver 0.0 ft I p NI 6. Horizontal distance from unit to obstruction- 0.0 ft 4 \� 1 Detailed Acoustics Information Octave Band Center Frequency,Hz 63 125 250 500 1k 2k 4k 8k Overall Sound Power Levels at Unit's Acoustic Center(Lw),dB 87.0 85.2 84.6 84.9 82.2 78.4 75.3 72.9 92.4 Lw A-Weighted Sound Power Levels at Unit's Acoustic Center(.WA),dBA 60.8 69.1 76.0 81.7 82.2 79.6 76.3 71.8 87.1 LwA Sound Pressure Levels at Distance Specified above(Lp), dB 54.6 52.8 52.2 52.5 49.8 46.0 42.9 40.5 60.0 Lp A-Weighted Sound Pressure Levels at Distance Specified above(LpA),dBA 28.4 36.7 43.6 49.3 49.8 47.2 43.9.39.4 54.7 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 Packaged Rooftop Builder 1.34 Page 6 of 8 Performance Summary For 12.5T Project: —Untitled75 02/14/2013 Prepared By: 02:57PM 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 WEITITITINEMiffikilcmi MiLummi 16 14 __i_m u ; �- ,- a_ 11.11MINEIMMIL 11. co _=. am 2DOB i• • 00 —...m1111/11111111 m Q7 t4 21 28 35 42 49 55 a3 713 Airflcw(CFM-thousands) RPM=1108 BHP=4.00 MaximumRPM=1130 MaximumHP=4.70 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-SystemCurve RP-Rated Point Packaged Rooftop Builder 1.34 Page 7 of 8 Unit Feature Sheet for 12.5T Project: —Untitled75 02/14/2013 Prepared By 02:57PM Carrier WeatherMaker` — 48TC PACKAGED ROOFTOP GAS HEATINGIELECTRIC COOLING UNITS 3,4,5,6,7.5,8.5,10,12.5,15 TONS STANDARD FEATURES INCLUDE: • Puron(R-410A)HFC refrigerant • ASHRAE90.1 energy comp'snt • 5cro'l compress or with irateemellme break andoverosd protection Cat • Sn3-=-tsge on n3 cspsctyoontrol on 04-12 modes �sYllf 4 • T..-3tsgs cooling capacity contm:on 08-16 models • SEERS up to 13.0,EER's up to 11.1 and IEER's up to 11.8 , • Acutor•refrgerantmetenng system • Exclusive non-corre me composte conden sate pan in accords noe with ASHRAE Standard 62.sop'ng design,sideor center drsn •x _ • Standard cooing operst.on up to 115'F(L5'C end do vr to 43'F(4`C) I rat ' -down to 25'F(-4 C writ winter start kit. T; f+ • Pre-painted exterior pan sandprmer-osted interor panels to sled to ,�. `?tan - t 500 hour Bak spray protection • Fulyvrsu'a tad cabinet 7 • Excu velGC soliystst=_control for am-bosrdd iagnostics•.vnn LED errarcadedes■ nsfon bumercontrol logo and energy saving indoor fan motorde lay • Low 1,10x mode s th at meet Ca'fo rn a Air Quality Management Optional Louvered Hail GuardShoo..n • Induced draftgas hest combustion design • Red unda nt g ss va lveswith up to two stages of heating • Low pressure and hgh pressure envtch protected. w �C AINTENANCE FEAT gdp ha • M �G Access cos ne is wAh easygrip handles Puron. • Innovative easy starting,no-step screws on unit access panes .1. l.R1VA.l •Two-Inch disposable return sir flats and Tool-less flier access door COMPlIAMT --`- • Beldrve evaporator-fan motor and pufeycsmb:nalons • Newteerm;nal boardfacltating s:mp`a safety c:Malt troub'eshoot,n3 and simp+fed control bnxerrange.ment WEATHERMAKER SERIES • Exc'usceIGC so:dstate control for on-board diagnostics win LED Weatherhlaker(48TC)units are one-piece gas heating,eledric fan ator designation.bumeroontrolbgo end energy saving indoor cooling units that are pre-wired and charged with Puron fsnmotorde!sy. (R-410)refrigerant They are factory tested in both heating INSTALLATION FEATURES: and cooling modes, and rated in accordance with AHRI • Tn"u tne-bottbmpvarentrycapab,l:ty Standards 210/240(04-06 sizes)and 340/360(07-16 sizes). • S nit a pontgasand e enrc connections Weatherklaker units are designed in accordance with UL • Fu pnrrnatar base mi.1'i bu`t-nritgaingadspterasndforkslots Standard 1995,and listed by the Underwriters'Laboratories_ • Fe'dconvert o'=horn venca!tohor2ontalarfo'.aforelabmounting. (15 ese modes requ^e feld meta ad Sapp y duct cover). Approvedand certifiedby: STANDARD WARRANTY: • 10-pe_sr hest exohsnger-15-ye9rst9 ne ss=te?l opt con • 5-year compressor r'i.•55 CEft'INEC. 1-year pans ... • 3-yearpsd4on Novaton Condenserco-s-where aye'eh'=_ ...a.....rtor.• • Hlanyoptonalupgraiess'sr s:e•'aba ru u..1no• C US "oote OPTIONS INCLUDE BUT AR E NOT LIMITED TO: "•""r°`'•""'•" a PremarLink'•and R7U Open Mutt Protocol DDC Contro's ram ,an�.Yw+ • Supply and Return A"r Smoke Detectors.hgh static motors "'"""'""`""'"g ■ Louvered condensercoiguards • Econom¢er,disconnect and conveniance outetoptons • Sta n'ass Steel hest exchanger option • Corrosion resistant on I coating. • Hut dr- IZer*adaptve dehumdfcnton systemsystable on a I Certified to ISO 9001 • rrode'swth RTPF condensnrco's-Motor Master I control'e-r irra'uded Hnged acoees pane is Fors complete let of optionse nd eccesso re refer to the Product Data Catalog forth is unit. Packaged Rooftop Builder 1.34 Page 8 of 8 PLA? (AX-S7 DIMENSIONED AND TOLERENCED PER ANSI Y14.6M-7992 REVISIONS REV. DESCRIPTION DATE APPROVED 1 6/23/2006 Attn: Tag:_ TURRET 2 UPDATED TOP BRACES 11/29/11 1/29/1/29/11 1 00 17 9/16" F Approval: —.I 2"TYP \ SUPPLY AIR 33 1/4" RETURN AIR " 36 1/4" 4ZIL, y INSULATED COVER -- EXISTING CURB LAYOUT "=f"" \`�'':' 77 3/4" 75 1/2" I i mow" 41 15/16" — i SUPPLY 70 7/16" 56 1/2" 36 11/16" RETURN 24 1/2" 81 3/4" I 5" 2 1/4"►I i 2 1/4" 1 1 53 7/16" i r_L 11 11 70 3/4" - L 1-1— 1 15" rr 1 1 f 311 79 1/4" 71 15/16" I CURB WEIGHT(LBS.) APPROVALS DATE TITLE` 1-4010-4005 235.12 DRAW"' oolivares CURB SHOWN IS CDI STANDARD CONFIGURATION CHECKED: • Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT UNLESS OTHERWISE I SPECIFIED,TOLERANCES ARE: Tuesday,November 29,201' 3:58:08 PM QUOTE #: 1. 1.5"ADDED TO OLD CURB 0.D WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A 'VERIFY EXISTING CURB OD zix_u:oo 0.xx=:.00T FILE NAME: -DRAWING ND.: RF ; 2. MATERIAL: 18 ga.GALVANIZED STEEL DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED "VERIFY SUPPLY AND RETURN OPENINGS =0.01 <•,,,a• 17560 TYLER ST NWL1 3.GASKET PROVIDED WITH CURB "NOTE ANY CHANGES gMENSIONSARE IRDANOLE* CDI ELK RIVER,MN 55330 ECD.: 1-4010-4005 4. INSULATION: 1"1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. CALL WITH ANY QUESTIONS AS FOLLOWS: PROJECT N (763)391-7790 FAX BACK IF DRAWING IS OK AS IS V:47.ml .Ea (763)391-7851 SCALE: 1:25 I SHEET: 1 OF 3