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Report (10) CONSULTING P 503.222.4453 , VLMK = ENGINEERS G I NEE R S F 503.248.9263 E vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • OR • 97239-4393 W www.vlmk.com • STRUCTURAL CALCULATIONS for PLAZA WEST-ROOF HVAC #2 NEW ROOF-TOP UNITS 9600 SW Oak Street Tigard, OR for CITY OF TIGARD Plaza West, L L C Approved • .. 1 �••[1.4.■ c/o NAI Norris Beggs & Simpson Conditionally Approved [ 121 SW Morrison, Suite 200 See Letter to:Follow [ J Portland, OR 97204 Attached Permit Number.ASC-2 Q(Z.—M By: D , (01 ( (Zar- ' PROP ' z/i ,AeliNtg. /0 Approved plans _.st 'et shall be on job site. (rill' OFFICE COPY ivrc.NNG EXPIRES: 12!31/Z&!L I Prepared By: Stephen Stenberg, E.I.T. VLMK Job Number: 20120476 September 24, 2012 I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VI MK Consulting Engineers. Inc Structural Calculations DC-1 Plaza West-Roof HVAC #2 Plaza West-Roof HVAC #2 New Roof-Top Units 9600 SW Oak Street Tigard, OR VLMK JOB NO. 20120476 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-5 Structural Calculations S-1 thru S-12 HVAC Support, Existing Roof Framing Design/Analysis Reference Information (FOR REFERENCE ONLY) R-1 thru R-6 HVAC Cut Sheets, Aerial Photo, Existing Building, -• . Mechanical Roof Plan • DESCRIPTION OF STRUCTURAL SYSTEM 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. The new units are a maximum of 1,300 lbs and each will use new adapter curbs to fit up with 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. ***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.G:Wcad20121201204761Calculations\Design Criteria.docx Page 1 Printed:September 24,2012 Structural Calculations DC-2 Plaza West-Roof HVAC #2 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, CL 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, I,,, Iw = 1.0 Occupancy Category II Wind Exposure C • File:G9Acad2012\20120476\Calculations\Design Criteria.docx Page Printed:September 24.2012 Structural Calculations DC-3 Plaza West-Roof HVAC #2 Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations SS = 94.7% Si = 34.0% Site Class D Spectral Response Coefficients Sds = 70.7% Sdi = 39.0% Seismic Design Category D Component Anchorage Factors ao R0 ID HVAC Equip 2.5 6.0 1.0 MATERIALS Structural Steel: Plates, Shapes ASTM A36 F Y = 36 ksi Light Gauge Steel 18 and 20 Gauge Fy = 33 ksi ASTM A1003 ST33H 16 Gauge and heavier F = 50 ksi ASTM A1003 ST5OH Bolts and Screws: Bolts ASTM A307 (typical U.O.N.) Lag Bolts in Wood SAE J429 Grade 1 Screws — Self Tapping ASTM A510 VS Brand Self Drilling/Self Tapping ICC ER#5617 Hilti Kwik-Pro Self Drilling ICC ER#2196 Wood Framing: Joists, Beams and Douglas Fir #2 Stringers Pressure Treated Sills, Ledgers, Plates, Hem Fir #2 etc. in contact with HVAC File.G•lAcad20121201204761Calculations\Design Crileria.docx Page 3 Printed.September 24,2012 ®� 0 0 0 0 0 7 0 0 W 4 6 8 W W W !N�N H N g f7 220'-0" W W - 'f I I ' I ,{ if 35'-0" I 30'-0" jr 30'-0" I" 30'-0" 30'-0" 30'-0" 35'-0" 4. fD C I �" � ,1, NOTE: DIMENSIONS FROM ORIGINAL DRAWINGS. o 1 1 I I FIELD VERIFY AS REQUIRED. z o 1 - -- i 4 IL--\— A - � Z I 1 Z9 0 r \ GI < e m- 3 w ifs j - % D 4110 x =I -0 , t _ _ iii, --�- oo * t t - o0S _ m 7DC G `---if -- _ - - - N et 0 -1 j-- j---j -- at"---N---- CIO G) Nm m m Q EXISTING WIDE FLANGE 0 REPLACE EXISTING SEE ENLARGED BEAMS AND GIRDERS -n UNITS,(2)TOTAL FRAMING PLAN,SHEET M-2 = NOTES: EXISTING ROOF D 1.) CONTRACTOR TO VERIFY EXISTING FRAMING WITH MECHANICAL UNITS o CONDITIONS SHOWN AND NOTED PRIOR TO BEGINNING WORK. It N 2.) WHERE INDICATED ON ENLARGED PLAN,NEW UNITS TO REPLACE EXISTING UNITS. I III III,. A ROOF PLAN 3.) NEW UNITS TO UTILIZE EXISTING CURBS AND CURB SIZES. (�� p M-1 1"=30'-0" VERIFY CONDITION OF EXISTING CURBS FOR CORROSTION, 1,I DAMAGE,OR OTHER VISUALLY APPARENT STRUCTURAL 1 DETERIORATION AND NOTIFY ENGINEER OF SUCH CONDTIONS. 1g 1 4 $ 4.) NEW ADAPTER CURBS TO BE COORDINATED WITH EXISTING CURBS AND CONDITIONS PRIOR TO WORK. CONTACT AND IV 1i COORDINATE WITH ENGINEER IF ANY DISCREPANCIES EXIST. N EXISTING MECHANICAL TYP UNIT, TYPICAL AIL glgv _ __�_ (E) W14x26 JOIST- ,; E W16x31 JOIST I (rriz E !r.: is X TYP TYP 1 (E) W16x31 JOIST I; MI(E) W14x26 JOIST ! I' r'k M l (E),1�V16x31 JOIST • (E) W14x26 JOIST ∎�.. , _ _ I EXISTING CURB SUPPORT /1-"''��� REPLACE EXISTING HVAC UNIT NEW HVAC UNIT AND ADAPTER TO BEAR ON EXISTING FRAMING ON ALL SIDES (WT. = 1300#) (E) W16x31 JOIST (E) W14x26 JOIST 0_1 ENLARGED FRAMING PLAN 1/8" = V-0" V I 4 M I CONSULTING PLAZA WEST ROOF HVAC #2 20120476 09/1 0/2012 MU MA as ENGINEERS 9600 SW OAK STREET SS TN MAW ocean 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON 503.222.4453 a vlmk @vlmk.mm M-2 503.248.9263 www.vlmk.com ENLARGED FRAMING PLAN xn xo F e m IN �+ UI IN \ NEW HVAC UNIT •I MI6_ BY OTHERS VIII 'NM. AIIIIIP". NEW HVAC UNIT CAMP'' •ewe ADAPTER Aim' 'NM, AMP" "Ii i UI Ii d I EXISTING CURB TYPICAL-SEE PLAN FOR MORE DETAILS do I MI I I i 1 Ki F 1 EXISTING JOIST G JO ST PER PLAN BEYOND,TYPICAL 0 HVAC SUPPORT DETAIL - TYPICAL 1"= t,-0" CONSULTING PLAZA WEST ROOFHVAC #2 20120476 0W1W2012 n S PC UN E N G I N E E R S 9600 SW OAK STREET ss m MVO Dee 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON I503.222.4453 vlmk @vlmk.com M-3 503.248.9263 �vwvw.vlmk.com HVAC SUPPORT DETAIL - TYPICAL 1 UNIT CASING NEW UNIT BASE AND SECURE ANCHOR TO BASE RAIL UNIT WITH(4)#10 x 1/2"TEK SCREWS I 1 'I' SECURE ANCHOR TO CURB I WITH(4)#10 x 1/2"TEK •_J SCREWS,TYPICAL s 16 GAUGE STEEL'CANFAB' an. NEW HVAC UNIT OR EQUAL ANCHOR, TOTAL, 4%1%H. ADAPTER CURB TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT Siligrk-tai au II SECURE NEW HVAC UNIT ADAPTER CURB TO ► EXISTING CURB WITH MINIMUM#12 TEK SCREWS . AT 12"O.C.AND(2)SCREWS AT CORNER ANCHOR PLATES TYPICAL AT CORNER PROVIDE ANCHOR PLATES, .. 16 GAUGE x 3"x REQUIRED,LAP UNDER 10 GAGE'CANFAB'OR AND OVER ANCHOR PLATE,LOCATE EQUAL ANCHOR PLATE ''I ±4"IN FROM CORNER gm EXISTING UNIT GALVANIZED SHEET METAL COUNTER MOUNTING CURB FLASHING EXISTING METAL DECK,REMOVE EXISTING ROOFING \ j, a.r �'E UNDER UNIT AS REQUIRED -t- ilr SHIM AS REQUIRED AT METAL DECK I CUT METAL DECK AS I REQUIRED FOR STRAP SUPPORT FRAMING PER PLAN I SEE DETAILAkFOR STRAP INFO Vir 1 HVAC MOUNTING DETAIL M-4 1 1/2"=1'-0" IMIZINCONSULTING PLAZA WEST ROOF HVAC #2 2 0120478 04n9t2012 PROI Ma _ SATE E N G I N E E R S 9600 SW OAK STREET SS TN MAW CHEMED 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON 1503.222.4453 11 vlmk @vlmk.com M-4 503.248.9263 www.vlmk.com HVAC MOUNTING DETAIL am MO SAT CORNERS: INSIDE FACE OF CURB WALL PERPENDICULAR 1 1/2" 3" 3" 1 1/2" BOTTOM OF EXISTING cs, BOTTOM PORTION OF ROOF CURB AND TOP — EXISTING ROOF CURB OF METAL DECK ® ® ® CJ I- ® ® SIDE OF EXISTING z N STEEL ROOF FRAMING w 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. STRAP DETAIL CONSULTING PLAZA WEST ROOF HVAC #2 20120476 09 119'20'2 nro , DATE E N G I N E E R S 9600 SW OAK STREET SS TN DRAM Dnm 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OREGON I503.222.4453 vlmk @vlmk.com M-5 503248.9263 www.vImk.com STRAP DETAIL M CALCULATIONS • SEISMIC DESIGN PARAMETERS S -1 Plaza West-Roof HVAC#2 } Job No: 20120476 Designer:SMS Date:09/12 Conterminous 48 States 2005 ASCE 7 Standard Latitude=45.4437 Longitude=-122.7754 Spectral Response Accelerations Ss and S1 Ss and S1= Mapped Spectral Acceleration Values Site Class B- Fa= 1.0,Fv= 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.947 (Ss,Site Class B) 1.0 0.340(51,Site Class B) Spectral Response Accelerations SMs and SM1 SMs= Fa x Ss and SM1= Fv x S1 Site Class D- Fa=1.121,Fv= 1.72 Period Sa (sec) (g) 0.2 1.061(SMs,Site Class D) 1.0 0.585 (SM1,Site Class D) Design Spectral Response Accelerations SDs and SD1 SDs=2/3 x SMs and SD1=2/3 x SM1 Site Class D- Fa=1.121,Fv=1.72 Period Sa (sec) (g) 0.2 0.707 (SDs,Site Class 0) 1.0 0.390(SD1,Site Class D) Design Spectral Response Accelerations SDs and SD1 SDs=2/3xSMs and SD1=2/3 x SM1 Site Class D- Fa=1.149,Fv=1.77 C O N S U L T I N G Job RA2A N rAc # E N G I N E E R S client „b„. 2on2ce/74- 8y 'SA'S 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 el Clete 0`i/1,.- Sheet No. - JA L LcA��S rP NE ki PC' 771P (it-tr—T S'45Mrt PAPA 5 = 0.1VO S()1 _ 4.390 `s=7E u4 SS D ‘Asteif_O, 5q : C '5 Soo . 0. >07 (5.-S ra/y' F _ (D'Y)Cgr -kSPt) P 1 t ? Ap 7.� Tea= LO P Fp I /re G•S 2 = 52 , S _ O.>'7 h.. 5t f = O. up (tom) rr: 0-2 7 Wp C Aso) 1,/S,afl Go,s00i-5 ay u€461EG1 o1) (sE( Foetal.1,4*- wrND 6444 ) 5-� � � CONSULTING Job 1�csr yrAG # 2 ENGINEERS 'Y�Clem 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job N°.ZGD9.'( BY SA-IS P 503.222.4453 503.248.9263 © Date Q9/n Sheet No. ' "3 1-Arg/7A, h7AyS 7Z NEW NYAL Gy ) C,rrfr-ID = V= °)S /a E-Vas uhf [ (0P,'^-1 fx•FAIJ S rFirr/t3 y Li)t h 0 0-11t 1i, (66-) Otc ) �� = a.c Z5& (k 2(k2, X kd)(v)L(-) 2480 r'F ULr= r'= -Ay/ (sr 'Ar .Ar - oNG 79.5 " HXGht - 20.ZS'' 40 z) - z.� G.G. I,>?o f �7 ( ) 20 rs I,zas 88 1.oj4&xTUC:Iri✓4a Ei.EVATLv,J NOTE' (r} LU##z y Ni-rs OTNEe ss 7,1" ± X Sy" o‘ A- Gvog 13y ory(,ds 6E4: 4 rrd1.4,-,p 12 -Go • VLMK CONSULTING ,,°bl�s►aa Ness Nr,4c 61?ENGINEERS Client 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 `'06�°' ��* SMS P 503.222.4453 503.248.9263 © Date CV/2- Sheet No. S_y hA►g-K4t_ loos r. Nth) rnc& (may- 10,46- lei«CrJ c a Ar vwZr ids : Mar = (1//. isFX 30_t - u )( N'{-zXrz) 2.58 k-;r o.bMt _ (04)(1.3k )( 6°/ . z. 1.9S— /c -Fr p Ar Tfd••" it cLida Gp1 : ( hp of tE CuFa) Mo, = (WYpsr)(3o.zs t 17.2 X10.1 "too/. 2 , S.oq k-r- 040 no _ (0-L)(1.bk # D VI/t )C 1A2 L J • S�L L7 Al- (OS et 11-6 r3tlsf_ : / t ) MOr lyl.+/pit x3a.ZS I /z.2 f 5.2. )( ""4- zo io J 2 .12 Y 67.'55 k -Fr O.& MI) _ (0.6)(1. 3 t O.yN t'o:1 )( c z.,•z T= G = - 2-36 --p-r- T- sy /z 0.12 k s i. CONSULT ING `'°b VLIVIK E N G I N E E R S roc Job No. /101 By 5/14 S 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 © Date o7 /1 Sheet No_ S-<- GAt�pay 4Avis 7c NE 14 111/44- vr'r r 0041. Holr I1�frct��J a 4 r tit-Tr ceaS[ : Mor - (yi AiriAT y 70.63 sF)(y-►. � �z _ /_74 A -Fr o-4NR = (O.&)cI-3')(.98"/2.)z ) 2.8 if A -er 0•b 1 > Mot No �vrilvAA►r,JG ‘70 114/46- - , D Ar Tg, r 5r4-.0 Curt$ f? SE : Nor = (`//.WrsF KZo.ev3 + '-S\Cf'.S )- /t-2 ) - 3.1..z k -f 0,i, (o.GX/.3tosiy}(7y/z,,x ) 3:22. k-�r 3.5) - 3.2 7_ l r` L` ?,r = o.07-y Ares •'o :�'�YG -cotirrIvt- ) /ra A AT (F. 6411. BrKF_ : Nor )(Zo.b3 t /s- f 3.)r ( Y9.5- t20 rr' 0.4 M4 = b•(.�il.3f a_4yf ) 7�z•z 3.Y /'-r-r r=�= (AY y 3- Axes f - 41./4421-5 S -Co . x R) (cs') ri:1-� _r � ,� {, 7 ir :: ;,a NM 1111111 1UiiiI ( 5 - �xs5rs•-)C- QM 4 �, I1II1I1I: ,. 2 El ► - v,.r� ib ar � , ii.„ 11111rE® erm G) ::_ :: :: :: : ::: „ ,, _:: PoRTH clillilI VLMK SMS Roof Plan-Plaza West#2 Sept 18, 2012 at 3:48 PM 20120476 Roof Plan with Mechanical Unit Loads roof framing.r3d r• s- .7 Y A z x IQPST Z ZSk 7g -'\ \\ Y 9 -."'N. \1\25k` \ i'g. 1 �� r l \ -.Sk '. 3k . `\, 18k I - [ I \..2ek `• ...2111! 5k 1-1ek, 1 `\ \\ I�� \_ 41111 1114 . %Al _,.- '.--: io SDTST L `-� e (21 140.4 HEC 4 uNLrS `-4 w r. Ilea** ,1 • M0 b -t1) AS 1. ' o Foi? c0,..'S E/?VA T2'wE sWAtys?5 e OM parf-or itatiP S S Yov" NEVI F toads etC 3.octet meth Results for LC 6.DL+SL+(e)MECH VLMK SMS Roof Plan- Plaza West#2 Sept 19, 2012 at 2:44 PM 20120476 Partial Roof Plan 20 psf DL+ 25 psf SL+ Mech roof rraming.r3d S-8 Beam: JOIST 1 r --- — — -- Shape: W14x26 -1.154 at 0 ft Material: A36 Gr.36 Dy in Length: 30 ft I Joint: 32 Dz in J Joint: N88 N... ....V LC 6: DL+SL+ (e) MECH Code Check: 0.856 (bending) -3.372 at 16.562 ft Report Based On 97 Sections O 7.824 at 0 ft ti A k Vy --- - k Vz ----- - k -8.064 at 30 ft Mz k-ft .004 at 0 ft T k-ft My k-ft -61.828 at 15 ft 21.047 at 15 ft ft ksi fa - ksi fc ksi -21.047 at15ft A/SC 13fh(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.856 Max Shear Check 0.162 (y) Location 15 ft Location 30 ft Equation H1-lb Max Deli Ratio U204 Bending Flange Compact Compression Flange Non-Slender Qs=1 Bending Web Compact Compression Web Slender Qa=.972 Fy 36 ksi y-y z-z Pnc/om 130.877 k Lb 0 ft 30 ft Pnt/om 165.772 k KL/r 0 63.78 Mny/om 9.952 k-ft Mnzlom 72.216 k-ft L Comp Flange 0 ft Vny/om 51.041 k Warp Length NC Vnz/om 54.649 k L-torque 30 ft Cb 1 Taub 1 Beam: JOIST 2 Shape: W16x31 -1.262 at 35 ft Material: A36 Gr.36 Dy in Length: 35 ft I Joint: N89 Dz in J Joint: 8 LC 6: DL+SL+ (e) MECH Code Check: 0.778 (bending) -3.808 at 14.948 ft Report Based On 97 Sections OA 8.796 at 0 ft A k V y k Vz k -7.973 at 35 It Mz k-ft Oat0ft T • k-ft My k-ft -75.493 at 17.135 ft 19.205 at 17.135 ft ft ksl fa ksi AIL fc ksi -19.205 at 17.135 ft AISC 93th(360-05):ASD Code Check Direct Analysis Method Max Bending Check 0.778 Max Shear Check 0.140(y) Location 17.135 ft Location 0 ft Equation H1-lb Max Defl Ratio L/221 Bending Flange Compact Compression Flange Non-Slender Qs=1 Bending Web Compact Compression Web Slender Qa=1 Fy 36 ksi y-y z-z Pnc/om 10.566 k Lb 35 ft 35 ft Pnt/om 196.814 k KUr 360.391 65.534 Mny/om 12.629 k-ft Mnz/om 97.006 k-ft L Comp Flange 0 ft Vny/om 62.964 k Warp Length NC Vnz/om 62.943 k L-torque 35 ft Cb 1 Taub i CONSULTING Job PsAZ,a N,ssr N✓ss& Z E N G I N E E R S Gent 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job No. 7D/2d'17LBy S." P 503.222.4453 503.248.9263 © oate OV/z- sneecr„o. T 4T To of ,4A4P7t72 Guf6: TT toien.0 . 0.19(0 Asps cvrii 2 tof,'£jS MAx V ('//.'l Pip)(304SF = ).26 /r-es ova/ (eti)-88 f 4''f Go' ) S I p►.F (H -Sara%) USE (y) #/o St-cc TAT,M36 Say. Sc fE"S rAel/ 5sve td` Y k H �E� D.t�to krPS rk io rda., 1.0 o.9Y kq5 7, 0-/CG Ar,Ps os 64 Too VFAeIf = �. k/ = y5# -v o k 1).1 z;. Ec nc,J N7,� CONSULTING jab AAZAW r //VAc 2 E N G I N E E R S Chem Job Na 2412 oY7t, By •spry 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 Q Date 01//2- Sheet No. S-1r (OA.WE:C.T7o&5 (ea-'i.) • A Q4PJt/1 TO '44 ro p+�Er1 < p 40 kris cvjf (z) toANEFS Mix = (1//.y/sf )( o.2s s,-- n.2z sr ) z ).>!o kris ov a ( "se"0-7,0" f 59" r T�/ ) 82.5 , - Y SzpES • USE #12 StiF - rAper.1U Sea-X.)5 Ar /2." 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Heating Type:............_.-_...-.____.__ Gas -� Total Operating Weight: lb Duct Cfg' Vertical Supply!Vertical Return Low Heat "' Weights and Dimensions are approximate. Weight does Novation Coils not include unit pa:kaging. 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 Novalion®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 explanatiol ode«.rma•nand o,,a,jpnau.d nt, wen po.!a,:oa.: Quantity 2 2 Page 1 of 6 Certified Drawing for RTU Low Heat w SAV Project: Plaza West 08129/2012 Prepared By:David Auxier 04:30PM ,oft• _ UfliCO r e.A0t Un htp�p(p���r n r YtPf 1 ruf [OIItOAi u 1»1 11fC t 1 LIIITO to11Si1p1 lur 1, r^ rr�,e}�,tr: PI.A ll 1 DIR[YSi01S A?(IA 144.X1.1 IINI4C5SIO1)f uYIT 11 J 1 T[CR1)0tccrs I4Z.A au m n n•rt Ptxta e w np it urns I.l rit c t i r nnigI t ClkRllP •4tr KTPIAKt OY tNNtltl. IN 1 1 441 IN YILCINCII.4S. 1811.017 11 1/1 77 210 AS 5/3 <arNAllo-•1 a1 tw11 7 S 700111 Of 0/40111 11011 (17171 If051 0014101104 STIES 3. 0101(1103 CC AIR 7101 1'--<' Jra �•I A 1 l/E•IIS)021 111[0 1001 1.1001'fact flora 0 7 112.1011 113 0043/00•10.1 150000412 • C 1 3!1.1311 DIA 44401 444150 PLOD (0000011CA PeOa fe•J/4 0 713'1721 DIA 41CC)(00)90L 11111)0 MOLE 3717 1971104417 C )1 1••1 I NCI 704/74645(004111 i :-•.-_—_--•,y 4 0'1511 DIA POD SUPPLY 110[1.011 IE(I'0 477151 11(5 _ +—.. 1 -,--- ^ t►tf1•pS10lC rll1[451 • • - %-]!0 ' Ti-1/E 1X44.10{•NSL 1.44011•ti 14181 12111 ♦ 11410 N0(15 9000110/COA 01[[OImC41[k t 077444 AI4 4[1444 6011) AEOSA01.00001 701! Ili ,'` 1 �� > AU 141150[1/ 411[ 500'1/NOLI 01'0011 Colt T WAD411 CI f[ tlfE SltCf 144411 ACCESS PANEL I I — Afc�_trD•17).:1 If-Jr0 II/171 ur 1111 ve•Itr rf- t1.7/A 1 1 144 1007,0011 POKER 1 1/P III X1/1] P � • r tlrru fsu r r — --- C $ 1 • ! AIR t• 101/1'Su•rcl OAS 1 O0.0 11'.31 10 �'-_.....�_._...-.._._.�' I 51'147,7 NA 10P0•T4l•1A1LrA4•147(047 W031, II 1 ' AEL-• J— At1 1111X45 ION OW 1,1, 4 7 At(1101.11/[0 'If ,li��3.11:137 +`UM me OyA� ._.-._ _._-1 BACK + i I 4 1007)rtov IDta Pr rri 1410 34X0 r+L 21.44{[3 1117110 f-1 r1 L/ [1511 IP•114—.• 11+1) �•11 1.117 11311 (ALT. IJf/1 1011 O CON11NSASC tt33 112•`+ 7 4 010 011114/11 RIPS �—f6t01 115.11 111•7/4 11101 I1)0457111) 17071 ^—~� - i 0150(104101 =_ �I —A•11011105 -.... 0. COYTOOL 14) l O (1(1((.S�S)44401 Itl[P, I �/ WOODS 0103[4 C 0211 y [OIL ) 0(1(1000 *01100 COYDF001)5 2477001 it % INSTALLER �11000� 0114 11 OPT 101)61—� {913) OI00DR41C1 11)St1{1C0 04404[ -NAYU[! 17'100 77•lJl If H10U1SI0f C011IlgEACC N ( •I / 17!11 OM Alt OUII[T Q' t�0 I SEIrLI AIR r- COKDOSILI —..__ __.:.-.- ■ I 4•!/O 1.1.1.111 CI HR>�( �I■1111iII:=]El3 Ilcel 100 1��"-- : : 00 7.00* 6110- L r 3•1/4 59•111 r I411 ._.. IASI 110105 440 Osll 1.113 11}11 1.110 0010 00.1/0 Iles) 17)01 ,� LEFT 4101) 126601 .-__..I 11(31 nom fur FRONT 42.3/1 111,110 110)01 I PONTA 71.07 AIR RIGHT MI ar 1 711411140 I 481C-14 TINGLE 2011E ELECTRICAL I 4;3114501441 4 I m __ lot 7 10106/08 01-22-08 COOT 111G WI IN GAS HEAT •0 Packaged Rooftop Builder 1.29z Page 2 of 6 • • Certified Drawing for RTU Low Heat w SAV Project: Plaza West 06129!2012 Prepared By:David Auxier 04:30PM �yi� �ntR ro.ar 7 nil Mn III �6Anr'K"`Ja°Irri"}4:"`w1'I" ,:l:9w n,K,11...1.,r KK.s.rl •GrD. Isn cDlntA caaRrR unxtR CD21[R �d cxNr�(oGlrs s+.uea 11 „rl,,,.�r ,n 1,,,1 .w�(d P�.,.1<,.11. � r�,,�I„r,,1•��KI DAII 1[14X1 ff iGMl 1111 Yi IGNI IRI /1 IORI IG)If[lGIII 101 t.u. Y,iA/1!A rRn {gpNrU•1 nq•1w4:{. nant�r a ta,u,[r 10r. IG. IDG. AG,_ IDT. AG. LRF. 16. IDS. 16. r 1 7 t!1(011,Pub NGb IY1 1 111 i,51 II 771 i0/ 171 I 1 7 ?1 It?'11111 Ili II;181011 70 1//1614) CORNER A F .. CORNER B 'eir_-.'....'=.'`,,,`t' r 1 ��/ryi- �r 1111 • lili llwIRlr1I!! 1. CORNER D CORNER C 1 , TOP i # - 61 Iif00 .;. 00 FRONT mrr uv Lwrn, 411TC-14 SINGLE ZONE ELECTRICAL 48TM501441 I Dr7 10/06/08 01-22-08 COOLING WITH GAS NEAT 14.0 Packaged Rooftop Builder 1.29z Page 3 of 6 r MNIMNEIAO AND TO PPOCOO Pg1ANN1 4.11a1N1 — __REis_ti_.._-.. RV. 065C99'1101+ 6A i APPROVCD Attn: Tag: TURRET sn3/1 I g 2 UPDAIED1OP8RACES 11/29/11/11 I 00 --+ 17 W16' Approval: --I r.—2•1'YP \ SUPPLY AIR 33 U4' RETURN AIR 36 1/4' I AT INSULATED COVER EXISTING CURB LAYOUT � � •• '*.S. r 77 3/4" —75 1/2' s ----- 41 15/16"---j / SUPPLY 1 { 70 7H6' 56 t/2" 36 11116' RETURN 24 172' !..,.. . ._...._ -_-_813!4'---- .-{ - 5' 1. � i L .—._-33 7/18'-- � 2 U4' I -C 21M' 70 3/4" "1 I 41_ i 15" `\\\Il I ---t_3. T--I t 79 1/4' 71 15!16' CUM MiONTIAt{ APPNOVAL111 DAn wNM 1-4010-4005 CURB SHOWN IS CDI STANDARD CONFIGURATION 235.12 °"" OMNDID6 Notes CDI RESERVES THE RIGHT TO CHANGE LAYOUT TuoNINr.Nmom6erx0.xD1 318:08 PM QUOTE#: 1.1.5"ADDED TO OLD CURB OD WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A ~�'� � 2.MATERIAL:16 GALVANIZED STEEL 'VFRIFI EIIMt1NQ•*ORe DD J'N� •'^"' 17599 TYLER IT NW "" 1-4010 3.GASKET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED vURNn went'ANDMURNOPEN NOTE ANY CNANCUE ue ...w , ELK R1VER,11N 66136 " 1-4010-4005 2. 4.INSULATION:1'1 11219 DENSITY PRIOR TO PLACING AN ORDER. `CALL B II ANY QUESTIONS -i1 CDI(7631J391.773D 'FAX 04011 IF ORAWN+Q L7 ON AIM z— I (763)3/1.7631 ma& 1'.16 1 N.N. 1 n 3 cs