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Specifications Alt RECEIVED MILLER APR 232014 CONSULTING CITYOFTIGARD ENGINEERS BUILDING f,!!ISInr STRUCTURAL CALCULATIONS JC Penny Washington Square RTU Replacement 9500 SW Washingon Square Road, Portland, Oregon Johnson Controls • April 21, 2014 CITY OP TIGARD Project No. 14029 9REvmwED FOR CODE COM1'UANCB y pages Apron ""I Principal Checked: TG. I I Permit#e l G 2D 4 —CO(81 Address: S te#z IA By: Des 700-2-,=.7 1 THE CALCUL � � . ;syFs •ID IF SEAL � aC,IN�k S� \ 0 ia 8 N.,- OFFICE COPY � ,, OREGO G. VO) AND SIGN : 2N±-1:•■•i► • • 'IGINAL EXPIRES: 6-30-2014 *** 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 (503) 246-1395 www.miller-se.com I?FD( A-Itu(/ CE1 ROOF ToP UNIT CE) ut■it we■elnt = 31 ,3o 14 + lOrs-C [ S !!' "X 12iY_a"1 - '-I110 tt ►z L eooF►NC, MATiKtq-,_ --y " IN 1 VNyr wElhrrr ( 1NCLVt01,JCl cvtce) ` 20143 tt i- bT0 4 t0psf [ 9i/y" x E !L'J - L13534 4 Wei9kt = I, 044'A oc 0,(151!4.1 Lm, (N) 'JrstT TO s0't- ON tcP of (z) TrZu5SE--S, !►J Thi-E SAME LOCATION LOtTh{ Ti-I•E SAME CUtcl3 OIMEMSIONS -! WEIh11T TO TYLUS5ES BELOW 44 IN 4Ii''II0 rt— LESS THAN L s c, SuC4 NO RDDt1IONA-L ANANSIS of" tit /WCT012t IS tEQ,u1RE-D , 11* FoLLeWIN(i CAL CtILAflOSJ5 Arch F°K "THE krorCffPENr of THE Cu' B 70 Tl-ke ROOF. - St 9570 SW Barbur Blvd Project Name JC Penny Washington Square RTU Re�ro ecen 140299 Suite One Hundred Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls i CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By MRL Ck'd Date 4/21/14 Page 2 of J V °`"""" t,W'Btt.1i r rld"� ..... t i. a . ... t w w - yr �. LOOT 10 N . . a MECHhNUU,}� 4.„,-.„-},-..i:. VN%r I` . ..- ., r ,- --- II 11 1 f1 / / / / // , Vii , 111 / _ \\_-- 9500 S W WASHIF,ArTOX.) A c,-rG 'ar_Fkw scII■ °1 E g i kr'' T 1(-1 ft►2D .0 5 tort . . TURgz ���E,O PRO,cFs �„GI NEF,p sii 1 1P.E' t ,..OREGON o1 0' ti�igRY 23 4/z0 G. VNN�� 1 EXPIRES: 6-30-2014 1 . 9570 SW Barbur Blvd JC Penny Washington Square RTU Replacement 140299 Project Name Project # Suite One Hundred Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls CONSULTING (503)246-1250 By MRL Ck'd �` Date 4/21/14 Page �4 ` of 1 ENGINEERS Fax: 246-1395 y g e PROVIDE CLIP CONN.AT - 12 GA EA. SIDE OF UNIT i '4 �'/. (3)#12x1" SELF-TAPPING SCREWS EA. SIDE . ADAPTER EA. CONNECTION CURB (SEE MFG. DWG.) PROVIDE MIN (3)#12-24 X 1 INCH SELF-TAPPING ITW TEKS/1 SELF TAPPING SCREWS EA. SIDE OF UNIT. (TYP.) (E)CURB -; '%%/ FIELD VERIFY MIN. (3)#12-24 SELF-TAPPING SCREWS INTO 4 FRAMING BELOW EA. SIDE OF UNIT. A MIN. OF (3)THREADS MUST EXTEND BEYOND FRAMING UNIT PLAN CLIP CONN. DETAIL MEMBER CTV'� ( O PRO i > P Y END ELEV. SIDE ELEV. ,p �9 OREGON O1,,9't(AkY 23 'L� MECH. UNIT - ADAPTER CURB ANCHORAGE �0 G. VAN' N EXPIRES: 6-30-2014 I Ar9570 SW Barbur Blvd. Project Name ROOF TOP UNIT REPLACEMENT Project # 140299 Suite One Hundred Portland, OR 97219-5412 Location 9500 SW WASHINGTON SQUARE RD, TIGARD OREGON MILLER Client JOHNSON CONTROLS / C O N S U L T I N G (503) 246-1250 d Date�1{ 4/1'114 Page K 5 of 5 ENGINEERS FAX: 246-1395 By Ck'd Building Code: 2010 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: Building Structure Vertical System: Lateral Sys: Element Roof Load Type Dead Basic Design Value(PSF) 10 Loads: Load Type Snow Value(PSF) 25 Deflection Criteria U240 • Lateral Design Parameters: Wind Design: ASCE 7-05 Wind Speed(3 sec Gust): 95 MPH Exposure C Importance Factors lw= 1.00 IE= 1.00 Is= 1.00 11= 1.00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw=1.0 with wind concurrent with ice) Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for. Latitude: Conterminous 48 States Longitude: 2003 NEHRP Seismic Design Provisions 2%PE in 50 years,0.2 sec SA=Ss Latitude=45.452 2%PE in 50 years,1.0 sec SA=S1 Longitude=-122.77699999999999 Spectral Response Accelerations Ss and S1 (Site class B parameters are indicated on this page,for actual site class Ss and S1 =Mapped Spectral Acceleration Values used in design,refer to seismic design summary) 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 0.951(Ss,Site Class B) 1.0 0.341 (S1,Site Class B) Design Summary: The following calculations are for the attachment of a replacement roof top mechanical unit.The new unit is situated in the same location with negligible change in dimensions. Change in weight is 4.4%which is within 5%permitted and as such no additional analysis is required. • 9570 SW Barbur Blvd. Project Name: JC Penny Washington Square RTU Replacement Project# 140299 g.i Suite One Hundred Portland,OR 97219 Location: 9500 SW Washingon Square Road,Portland,Oregon MILLER (503)246-1250 Client: Johnson Controls Consulting FAX:246-1395 Engineers BY: MRL Ck'd: Date: 04/21/14 Page 1 of UNIT DIMENSIONS: 't Unit Height,H= 53.0 in Unit Short Dim.,W.= 92.0 in Unit Long Dim.,WL= 137.0 in ws • Adaptor Curb Short Dim.,West= 84.0 in Adaptor Curb Long Dim.,Wco= 126.0 in SHORT Bottom Curb Short Dim.,Wa= 82.8 in 4 DIREC Bottom Curb Long Dim.,Was= 125.3 in r ` �∎ Adaptor Curb Height,C,= 15.0 in = Bottom Curb Height,C2 15.0 in = �oNG ""9. 9 2= DIRECTION Unit C.G.,CG= 26.5 in \``� MISC.INFORMATION: _" `````\\\ Adaptor Curb wt.= 345 lb J_ //////A A'‘c‘" Bottom Curb wt.= 345 lb Unit Wt.= 2943 lb Total WT= 3633 lb wcs2 • Roof Height= 30 ft Copyright©2010,Miller Consulting Engineers,Inc. SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures,Nonstructural Components,and Equipment Supported by Structures Site Class D ASCE 7,Sec.20.3,Table 20.3-1,pg.205 Life Safety Equipment? No Seismic Design Category D ASCE 7,Sec. 11.6,pg 116 Occupancy Use Category II IBC 2009 Sec 1604.5,pg 307 S.= 95.10% ASCE 7,Figure 22-1 through Figure 22-14(0.2 sec response),pages210-227 Fa= 1.12 Table 11.4-1,ASCE 7,pg 115(Linear interpolation is used) Skis= 1.06 eqn.11.4-1,ASCE 7,pg 115 5os= 0.71 eqn.11.4-1,ASCE 7,pg 115 IP 1.00 ASCE 7-05 Sec 13.1.3,pg 143 - aP 2.5 ASCE 7-05 Table 13.6-1,pg 149 RP 6.0 ASCE 7-05 Table 13.6-1,pg 149 hx(ft). 29 Component attachment elevation w/respect to grade . Structure roof elevation with respect to grade Fp 0.35 'Wp ASCE 7-05 Eq.13.3-1,pg 144 OR 1.14 *Wp ASCE 7-05 Eq. 13.3-2,pg 144 Not less than 0.21 'Wp ASCE 7-05 Eq. 13.3-3,pg 144 FP 0.347 `Wp 0.2SosWP= 0.142 `Wp 1(ASCE7-O5Sec. 13.3,pg 145) Equipment Overturning(Seismic) 0.7(0.2SosWp) Center of Width,W. 0.7 Mot M, 0.6Mr Holdown LOCATION 0.7FP(Ib) (lb) mass(ft) (ft) (ft-lb) (ft-lbs) (ft-lb) Force(Ib) Unit-to-Curb 715 292 2.21 - 7.67 2700 11282 6769 Adaptor curb-to-Curb 799 327 0.63 7.00 3668 12489 7493 Bottom Curb-to-Roof 883 361 _ 0.63 6.90 4935 13679 8207 *(Basic load comb.0.6D+0.7E IBC2006 eqn. 16-15,pg 282 ASCE 7-05 sec.2.4.1(8),pg 5) S 9570 SW Barbur Blvd JC Penny Washington Square RTU Replacement 140299 Project Name ro)ect f Suite One Hundred _ Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls CONSULTING (503)246-1250 MRL Ae 4/21/14 of ENGINEERS Fax: 246-1395 By Ck'd Date Page WIND: Design per IBC 2009(ASCE 7-05) Wind zone 95 MPH(3 second Gust) TOP OF UNIT HEIGHT = 36.92 ft IMPORTANCE FACTOR(I)= 1.00 ASCE 7-05,Table 6-1,pg 77 Exposure Category= C ASCE 7-05,Sec.6.5.6.3,pg 25 Case= 1 ASCE 7-05,Figure 6-3,pg 79 . z= 36.92 ft K,= 1.03 ASCE 7-05,Figure 6-3,pg 79 Kd= 0.9 ASCE 7-05,Figure 6-4,pg 80 Ki= 0 ASCE 7-05,Figure 6-4,pg 45 K2= 1 ASCE 7-05,Figure 6-4,pg 45 • K3= 1 ASCE 7-05,Figure 6-4,pg 45 Kn= 1 ASCE 7-05,Figure 6-4,pg 45 Cr= 1.31 ASCE 7-05,Figure 6-21,pg 74 • G= 0.85 ASCE 7-02,sec 6.5.8,pg 30 qz=0.00256K=K0KcV2I 21.34 psf,ASCE 7-05,eq.6-15,pg 27 F=qz*G Cr 23.76 psf,(per area)ASCE 7-05 Eq.6-27,pg 29 Equipment Overturning(Wind) Lateral Force Width,W, Mot Mr 0.6M, Holdown LOCATION (lb) Lever Arm(ft) (ft) (ft-Ib) (ft-lb) (ft-Ib) Force(Ib) Unit-to-Adaptor 1198 2.21 7.67 2646 11282 6769 0 Adaptor to Base Curb 1510 2.87 7.00 4338 12489 8368 0 Base Curb to Roof 1820 3.52 6.90 6412 13679 8207 0 *(Basic load comb.0.6D+W 1BC2006 eqn. 16-14,pg 282 DESIGN FORCES: ASCE 7-05 sec.2.4.1(7),pg 5) Uniform Shear UNIT-to-ADAPTOR Total Lat.Load (plf),on each Total Uniform C3) it 12 S ELF-'t. PINt1 5012 EW S (Ib) side Tension(Ib) Tension(plf) E4-, SIOC O= td/411- w1 12eA. bch4 Short Direction 1198 78 0 0 Long Direction 804 35 0 0 C L 1 t Uniform Shear Ykt.t_ 363*i t.�o. ADAPTOR-to-BASE CURB Total Lat.Load Total Uniform (plf) on each (Ib) side Tension(Ib) Tension(plf) Veapac rrj : 3 L 3 't X 3 = l a$y ai s'r AC Short Direction 1510 108 0 0 V ve Y = 1 810 /2. - cl 10 et < 10 s ie Long Direction 1012 48 _ 0 0 Uniform Shear BASE CURB-to-ROOF Total Lat.Load (plf),on each Total Uniform (SSE (3) .ti 1Z.x t" S C YEwi Vele CLIP (Ib) side Tension(Ib) Tension(plf) Short Direction 1820 132 0 0 Us[_ ( 3) 17L=Ly X I" Scvcw0 0 1..) Long Direction _ 1217 58 0 0 1+D Y P rbK R+ t3 PI-SC VSt: Cz') 1219 - 02 .ScrcL.d RPrcfr C'JIl TU nooR srEEL VAttuwRNtc, 1 He 61/4- r11-11-ZC°rt►"SCREW = 115S41/11 ,r 3 5crc JS r. 1318 it 7'7 10 SRA- 496&vkt F rk“: '1Tw evILDEX Sukt-Wr USE ir, -2.4 sore.....► Ft,v 4,4,„ tirnewl` � 2 Kfu 7$1 b" cTEe. 9570 SW Barbur Blvd JC Penny Washington Square RTU Rei aceme t S Project Name ro)ect # 140299 Suite One Hundred _ Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls CONSULTING (503)246-1250 U ENGINEERS Fax: 246-1395 By MRL Ck'd Date 4/21/14 Page I of `A dMEN5IONEO AND TOLERENCED PER ANSI Yf4M2.1112 REVISIONS Attn: Tag: REV. DESCRIPTION DATE APPROVED 2 CHANGED DESIGN TO MINIMIZE SPL 5/13/09 MLD Approval: _ y EXISTING CURB LAYOUT PIO* ' 37 7/8" ;�i SUPPLY AIR �``_ a `\..�123 3!4" / RETURN AIR 311/4" — �> Y� 64 3/B" 66 3/8" - 8918" - 81 1/4" 2"—1._ SUPPLY 41 3/8" RETURN 1 24 38" 5138" 538"� 1' �" 1 1- 1261/4" 1 64 3/6" Y-1-- / -- I rt 90 _i__. t Y 125 1/4" 1—{—31' ' 82 3/4" 1 CURD MORT IL311.1 APPROVALS DATE RDA 1-4535-5020 689.65 M.DAVIDS CURB SHOWN IS CDI STANDARD CONFIGURATION Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT - Wednesday,May 13,20096 719 PM QUOTE#: 1.1.5"ADDED TO OLDCURBO.D WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A „„ 1766oMER8TNW "'""` 2.MATERIAL:16 ga.GALVANIZED STEEL DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED VEf6FY9UPPLYANDRETURNOPENING9 "� CDI 12.-145355020 3.GASKET PROVIDED WTH CURB 'NOTE ANY CHANGES u C� l (763)391-n90 iOR 4.INSULATION:1"1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. 'FAX BACK ANY QUESTIONS .W I � (763)391.7661 .,-". 1.32 ."sr: 1 a 3 'FAX BACK IF DRAWING 15060515 * i=OR REFERENCE ONLY S 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 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. DESIGN LOADS LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS USED. DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: RUCTURIz f 9$O PR_,GIN�SU' OVRE. G01-1' ; ny,9 23 ��.r 1� �f 1 EXPIRES: 6-30-2074/ • . dir 9570 SW Barbur Blvd Project Name JC Penny Washington Square RTU Reolacern 140299 _ Suite One Hundred Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls CONSULTING (503)246-1250 01ti' ENGINEERS Fax: 246-1395 By MRL Ck'd Date 4/21/14 Page �`'‘ of J STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY II . DESIGN DEAD LOADS ROOF 10 PSF I ROOF LIVE LOAD SNOW LOAD CONTROLS DESIGN ROOF SNOW LOAD DESIGN ROOF SNOW LOAD 25 PSF SNOW DRIFTING AS NOTED ON PLANS(IF OCCURS) IMPORTANCE FACTOR Is= 1.0 GROUND SNOW LOAD Pe= 15 PSF EXPOSURE FACTOR Ce= 1.0 THERMAL FACTOR Ct= 1.0 FLAT ROOF SNOW LOAD Pr= 11 PSF WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 95 MPH IMPORTANCE FACTOR I,= 1.0 EXPOSURE C INTERNAL PRESSURE COEFFICIENT Gcpi=+1-0.18 SEISMIC DESIGN DATA IMPORTANCE FACTOR IE= 1.0 SPECTRAL RESPONSE ACCELERATIONS Ss=0.95 SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS Sos=0.71 SEISMIC DESIGN CATEGORY D ELEMENTS OF STRUCTURES, BASIC SEISMIC FORCE RESISTING SYSTEM NONSTRUCTURAL COMPONENTS DESIGN BASE SHEAR 1.26 KIPS RESPONSE MODIFICATION FACTOR Rp=6.0,ap=2.5 ANALYSIS PROCEDURE USED ASCE 7-05 EQUIVALENT LATERAL FORCE CTUR.4 ��6 PRoFzs • � 18 1 PE At /(- — ,�,�OREGON,~ wk., lv �'Ii 'CRY 73, ",\.• -1<O G. VA— LIP, IRES: 6-30-2014 i A4 9570 SW Barbur Blvd Project Name JC Penny Washington Square RTU Re�Jp��e�r�lrt 140299 Suite One Hundred _ Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By MRL Ck'd Date 4/21/14 Page 5c-z- of 5 t STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-05). ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL STANDARDS: ALL OTHER SECTIONS AND PLATES: ASTM A36 UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A325 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36, WITH MATCHING NUTS. UNLESS CONNECTION IS NOTED AS SLIP-CRITICAL OR PRETENSIONED, NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS, SECTION 8.1. FOR SLIP-CRITICAL AND PRETENSIONED CONNECTIONS, INSTALLATION OF FASTENERS SHALL BE PER RCSC SECTION 8.2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE OR MASONRY, OR STEEL TO BE GALVANIZED. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY OWNER. ALL ZINC (GALV.) COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780. HOT DIP GALVANIZED COATINGS ON ASTM A325 FASTENER ASSEMBLIES SHALL CONFORM TO ASTM A153. SURFACE PREPARATION OF GALVANIZED STEEL TO RECEIVE A FINISH COAT OF PAINT SHALL CONFORM TO ASTM D6386. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS - FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE - MEMBER BEING WELDED. ALL WELDS DENOTED AS 'DEMAND CRITICAL' SHALL BE MADE WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS AS INDICATED IN SECTION 7.3B OF AISC 341. FtUCTliN,q< ,�R�� PRO,cFs �s� �G 1 N Ecc s>o , v -p .9 OREGON 6� , 4° G. V0) [FIRES: 6-30-2014 dif 9570 SW Barbur Blvd Project Name JC Penny Washington Square RTU Re�l �ret 140299 Suite One Hundred _ Portland, OR 97219-5412 Location 9500 SW Washingon Square Road, Portland, Oregon MILLER Client Johnson Controls I CONSULTING (503)246-1250 (-'4',1 5�3 ENGINEERS Fax: 246-1395 By MRL Ck'd ' Date 4/21/14 Page of 5 DIMENSIONED AND TOLERENCED PER ANSI Y14.SM-1992 REVLSIONS Attn: Tag: REV. DESCRIPTION DATE APPROVED Approval: 2 CHANGED DESIGN TO MINIMISE SPL 5/13/09 MUD y EXISTING CURB LAYOUT 14111011*,37 7/8"i r . i .� 123 3/4" SUPPLY AIR .. RETURN AIR —{ 31 1/4" '— 1 x> '. 66 3/8" 89 1/8" 81 1/4" . 2" SUPPLY 8" RETURN 2413 I 243/8" 53/8" I I I 5318"�{ 84• 126 1/4" 64 3/8" -� -r- �� _ 5" F 1\\\..........• 30I" / r 125 1/4" J—r 311 L F I/ 82 3/4" CURB WEIGHT(LDS.) APPROVALS DATE 1]119. 1-4535-5020 CURB SHOWN IS CDI STANDARD CONFIGURATION 689.65 ---- M.DAVIDS Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT Wednesday,May 13,2009632:18 PM QUOTE#: 1.1.5"ADDED TO OLD CURB O.D WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A VERIFYEXISIINGCURSOD � 2.MATERIAL 16 gga.GALVANIZED STEEL VERIFY SUPPLY AND RETURN OPEMNGS '~"� m 17660 TYLER ST NW "� 3.GASKET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED NOTE ANY CHANGES '� n"p ELK RIVER,MN 66330 1-4535-5020 G 4.INSULATION:1"1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. 'CALL WITH ANY QUESTIONS CDI(763)391-7790 FO" •FAX BACK IF DRAWING IS OK AS IS P..—I I�� (763)391-7861 sum 1:32 I PRa1. 1 or 3 ))11 Johnson li ' Controls RECEIVED APR 2 3 2014 SUBMITTAL DATA CITYOGTIGARD For: Approval 6UILDINGIVISION Order#: Date: 11/08/2013 Project: JC Penny Project#: Location: Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 11/08/2013 Date 11/08/2013 /J) , Proojecect Name Johnson / JC Penny Controls Project Number Client I Purchaser Submittal Summary Page Qty Tag# Model # Description 1 RTU-1 J2OZFN32S4AAA2 20 Ton, Johnson Controls Series 20 Single Packaged R-410A Air Conditioner, 10.0 EER/11.0 IEER, Two Stage Cooling, 320 MBH Output Aluminized Steel, Two Stage Gas Heat, 7.5 HP High Static Belt Drive Blower, 2"Throwaway Filters, 460-3-60, Galvanized Steel Drain Pan • Single Enthalpy Economizer w/Barometric Relief and Hoods (Bottom Return Only) 1 1WS0404 Wood Skid-Allows unit to be handled with 90 inch forks Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information &guidance. Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 110'082013 Johnson 1), , Series 20 (15-25 Ton) Page:3 Controls Single Package R-410A Air Conditioner Project Name: JC Penny Unit Model#: J20ZFN32S4AAA2 Quantity: 1 Tag#:RTU-1 System: J2OZFN32S4AAA2 Cooling Performance Total capacity 267.6 MBH Sensible capacity 191.7 MBH N a — t, Refrigerant type R-410A ' Efficiency(at ARI) 10.00 EER Integrated eff.(at ARI) 11.00 IEER Ambient DB temp. 91.8 °F 1 Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 57.8 °F r Leaving WB temp. 56.4 °F ,. -.. Power input(w/o blower) 21.95 kW , Sound power 92 dB(A) Gas Heating Performance Entering DB temp. 60 °F Heating output capacity(Max) 320 MBH _ ' Supply air 8000 CFM Heating input capacity(Max) 400 MBH Leaving DB temp. 97.0 °F 20 Ton Air temp.rise 37.0 °F • Johnson Controls Series 20 Units are Manufactured at an ISO 9001 SSE 80.0 % Registered Facility and each Rooftop is Completely Computer-Run Tested Stages 2 Prior to Shipment. Supply Air Blower Performance Supply air 8000 CFM Unit Features Ext.static pressure 1.0 IWG • Unit Cabinet Constructed of Powder Painted Steel,Certified At 1000 Hours Unit static resistance 0.15 IWG Salt Spray Test(ASTM B-117 Standards). Blower speed 1023 RPM • Through-the-Curb and Through-The-Base Utility Connections Max BHP of Motor(including service factor) 8.63 HP • Either Supply and/or Return can be Field Converted from Vertical to Duct location Bottom Motor rating 7.50 HP Horizontal Configuration without Cutting Panels Actual required BHP 6.83 HP • Full Perimeter Base Rails with Built in Rigging Capabilities Power input 5.72 kW • Galvanized Steel Drain Pan Elevation 203 ft. • Dual Refrigerant Circuits for Efficient Part Load Operation with Scroll . Drive type BELT Compressors Electrical Data • Two Stage Cooling Power supply 460-3-60 • Solid Core Liquid Line Filter Driers Unit min circuit ampacity 54.7 Amps . 320 MBH Output Aluminized Steel,Two Stage Gas Heat • Unit min over-current protection Amps 7.5 HP High Static Belt Drive Blower Unit max over-current protection 70 Amps Dimensions&Weight • Unit Ships with 2"Throwaway Filters with a Standard Filter Rack That Will Accept up to 4"Filters Hgt 53 in. Len 137 in. Wth 92 in. • Single Point Power Connection Weight with factory installed options 2943 lbs. • Single Enthalpy Economizer w/Barometric Relief and Hoods(Bottom Return Clearances Only) Right 36 in. Front 36 in. Back 49 in. • Short Circuit Current:5kA RMS Symmetrical `Top 72 in. Bottom 0 in. Left 36 in. l Standard Unit Controller: Simplicity Control Board Note: Please refer to the tech guide for listed maximum static pressures • An Integrated Low-Ambient Control,Anti-Short Cycle Protection,Lead-Lag, dCcrxr,Flm� r' Fan on and Fan off Delays,Low Voltage Protection,On-Board Diagnostic - -- SA. '^' ", \, } and Fault Code Display. c us.:Y v • Safety Monitoring-Monitors the High and Low-Pressure Switches,the Freezestats,the Gas Valve,if Applicable,and the Temperature Limit Switch on Gas and Electric Heat Units.The Unit Control Board will Alarm on Ignition Failures,Safety Lockouts and Repeated Limit Switch Trips. Warranty • One(1)Year Limited Warranty on the Complete Unit • Five(5)Year Warranty-Compressors and Electric Heater Elements • Ten(10)Year Warranty-Aluminized Steel Tubular Heat Exchangers Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 11/08/2013 Johnson Ok Series 20 (15-25 Ton) Page:4 Controls Single Package R-410A Air Conditioner Project Name: JC Penny Unit Model#: J2OZFN32S4AAA2 Quantity: 1 Tag#: RTU-1 System: J2OZFN32S4AAA2 Factory Installed Options J2OZFN32S4AAA2 20 Ton Nominal Cooling Capacity: J20 Two Stage Cooling Johnson Controls Series 20 Single Packaged R-410A Air Product Category: Z Conditioner Product Identifier: F 10.0 EER/11.0 IEER Heat Type and Nominal Heat Capacity: N32 320 MBH Output Aluminized Steel, Two Stage Gas Heat Single Enthalpy Economizer w/Barometric Relief and Hoods(Bottom Return Only) Airflow: S 7.5 HP High Static Belt Drive Blower 2"Throwaway Filters Voltage: 4 460-3-60 Installation Options: A Additional Options: AA Galvanized Steel Drain Pan Product Generation: 2 Field Installed Accessories • 1 WS0404-Wood Skid -Allows unit to be handled with 90 inch forks (210.0 Ibs) Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 11/08/2013 Series 20 (15-25 Ton) Page:5 • Controls Johnson op, Single Package R-410A Air Conditioner Project Name: JC Penny Unit Model#: J2OZFN32S4AAA2 Quantity: 1 Tag#:RTU-1 System: J2OZFN32S4AAA2 Consolidated Drawing r NOTES: U CENTER OF GRAVITY I. FOR OUTDOOR USE ONLY. N OPERATING LOCATION (BASE UNIT) 4 POINT CORNER LOADS (LBSI (BASE UNIT) 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. TONNAGE I WEIGHT ILBSI 3. MIN. CLEARANCES TO BE: T (BASE UNIT) 9 Y A B C D RIGHT SIDE: 36 [914,4] 11.5 2F 2006 19101 70.98 11802,9) 15 (11431 170 12131 511 12321 534 12121 491 12231 LEFT SIDE: 24 [609,6] (LESS ECONOMIZER) ECONOMIZER) 36 [914,4] (WITH ECONOMIZER) MOTORIZED DAMPER 20 IF 2533 (11191 10 117781 14 11111,61 589 12671 622 (2821 619 13081 613 12921 FRONT: 36 [914,41 A P98. EXHAUST REAR: 24 [609,61 (LESS ECONOMIZER) RAIN HOOD (OPTIONAL) 25 2F 2591 111781 10 11718] 44.5 [1130.31 Ell 12711 645 12931 689 (3131 652 (2961 49 [1228,8] (WITH ECONOMIZER) TOP: 72 [1828,81 WITH 36 (914,41 MAX. HOR12. - 71.01 IS XP 2140 19111 77.1 (1958.31 45 [11431 454 12061 592 12691 619 12811 415 12161 - OVERHANG )FOR CONDENSER AIR DISCHARGE) 11803.81 BOTTOM: 0 [0] \ --35.23 T 4. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES \ [894,11 CONTACT YOUR APPLICATION ENGINEERING DEPARTMENT. o-- - -- - 5. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY REAR ROOF CURB ONLY. IF UNIT IS MOUNTED SIDE SUPPLY, IT - 65.75 -- - IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY [1670,11 CROSS BRACES, AS DONE ON ACCESSORY ROOF CURBS. 5.89 6. SIDE DUCT FLANGES ARE 0.875' 122,2] HIGH. + A 1 EfI-(119,51 BOTTOM DUCTS DO NOT HAVE FLANGES. A•�- 4 B 7. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TIMES 7 ,THE LOWEST NEGATIVE STATIC. RETURN i 8. DIMENSIONS IN ( ] ARE IN MILLIMETERS OR KILOGRAMS. 9. OPTIONAL COIL GUARD, GAS HEAT, ECONOMIZER HOOD. 34 98 2.13�i P RIGHT ti a DISCONNECT SWITCH, CONVENIENCE OUTLET, AND 169,21 L OUTLET/INLET HOOD SHOWN. 1888.5] Y I 33.08 -I 21.40-1 PWR. WIRING ® EXCEPT XP (HEAT PUMP) UNITS. . (840,21 :' (543,51 �BOITON ENTRY 03.00 1163] FPT SUPPER RETURN O+A 40.38 .A COMPARTMENT - DIRECTION OF AIRFLOW TL. WIRING 11025,51 ACCESS 1 BOTTOM ENTRY SI CENTER OF GRAVITY ' • X0.15 119.11 FPI Y -8 06 'y 1201,81 1 9 i75 - 21.15 39.59 / - �� [2/1,11 1704,91 T [1005,51 L - II 13 i l l ] C 1 1863 -- - 5.08 1282.6] 9.31 1113,11 1129,01 12.50 _ 1236.51 X 131 7,51 AFAR PARYIAI 1 VFW GAS SUPPLY BOTTOM ENTRY -- 46.21 )WITH SIDE DUCT FLANGE PANELS INSTALLED) ECONOMIZER/NOIORIZED DAMPER A01.69 (12,91 - V 125,41 NPT AT GAS VALVE (1113,81 AND PWR. EXHAUST RAIN HOOD CTL WIRING ENTRY tOPTIONALI COMBUSTION AIR INLET HOOD VENTOR OUTLET HOODS 0I.13 } + r_ CONTROL BOX CORERNIOPTIONAI ET IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII _ OUTDOOR AIR EVAPORATOR BI OWCA BLORfR \ ACCESS r E «<I=sNY SECT ACCESS BONER MOTOR. ACCESS t 1 IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII• 36.67 5181 ACCESS 26.00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (931,5] [1315.91 72 1660.51 IIIIIIIIIIHIIIIII111111 El�CCESSAT -4-r1:-\\ 1246.81 l+ I : k _7.13 - 6.41 S 82 Sw1TCH 589 4'61 1181,01 (162,71 1141,81 COVER (OPTIONAL) r -92.00 --- 1149,61 I" (25,41 40 50 1118,61 ®0 2.38 K.O. GAS SUPPLY ENTRY - (292,11 (2336,81 28 68 COND. DRAIN [1028,71~ I" [25.4] NPT AT GAS VALVE 16.24,31 PWR WIRING ENTRY OIL GUARD (128,61 136.25 FIGII VEIN (OPTIONAL) 136.25 0 3.63 N.O. LFFT VEW FRONLN�W [92,11 Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. P/0(8.611101/2013 Series 20 (15-25 Ton) Page:6 _J ot Contro ls Single Package R-410A Air Conditioner Controls Project Name: JC Penny Unit Model#: J2OZFN32S4AAA2 Quantity: 1 Tag#:RTU-1 System: J2OZFN32S4AAA2 Component Locations ELECTRIC HEATER LOCATION i(OPTIONAL ELECTRIC/ELECTRIC UNITS)I HIGH EFFICIENCY COMPRESSORS LONG LASTING 20 GAUGE ALUMINIZED STEEL WITH CRANKCASE HEATERS POWDER PAINT FINISH TUBULAR HEAT EXCHANGERS COPPER TUBE/ALUMINUM FIN '1----"---‘-f-•,..-I„....:,` —may` y ONOENSE COILS VOLTAGE RELAY BOARD ECONOMIZER HOOD ----,�- --�'"� "�`,, s:-- - AND TERMINAL STRIP �'�-" -` � -; ELECTRICAL DISCONNECT -1-',:::-.;71 +:"'?+�+�-�`_,~�- `�•- � ;-- MOUNTING LOCATION _�7�..- I (Field installed) I ��_ � J ,�,, KNOCKOUT FOR IT �1 �• ��� I SIDE CONTROL WIRING ENTRY _ `v � KNOCKOUT FOR Z DISPOSABLE - - _ FILTERS - r SIDE POWER WIRING ENTRY SIDE - - L I TERMINAL BLOCK _ I' I(For Stngle PdM Power Supply 1 i I _� , D I with Eleclnc Heat) OUTDOOR AIR OPENING - F - `\ I ELECTRICIELECTRIC UNITS FOR SLIDE-IN/PLUG-IN I 1.-'r ((( INTERNAL ECONOMIZER(OPTION) - - 1-- A\ BOTTOM POWERS CONTROL A WIRING ENTRY KNOCKOUTS FOR SIDE SIDE AND BOTTOM GAS SUPPLY ENTRY SUPPLY S RETURN AIR - HOLE FOR BOTTOM •DUCT OPENINGS(SIDE X SIDE) ^'I I` I GAS SUPPLY ENTRY I-NPTI POWER VENTOR MOTOR GAS/ELECTRIC CONDENSATE DRAIN I BELT-DRIVE WITH POST PURGE CYCLE UNIT SHOWN BLOWER MOTOR LOCATION OF VFD(Optional) FULL PERIMETER 14 GAUGE BASE LOCATION OF VFD BYPASS(Optional) RAILS WITH LIFTING HOLES Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 11/08/2013 . • Series 20 (15-25 Ton) Page:7 Johnson Controls Single Package R-410A Air Conditioner Project Name: JC Penny Unit Model#: J2OZFN32S4AAA2 • Quantity: 1 Tag#:RTU-1 System: J2OZFN32S4AAA2 Typical Control Diagram Typical Control Diagram THERMOSTAT CONTROL TERMINALS TERMINAL BLOCK W1 W1 OM I W2 v1 Y1 0E1 r - - - OCC Q I P P1 Y2 Smoke Detector o X Ti ff • o I SD R )Jurrper0 m II D • o II SD 24 VAC E O© J I Class 2 x TERMINALS ON A LIMITED NUMBER OF THERMOSTATS El Second stage heating not required on single stage heating units. ❑Second stage cooling not required on single stage cooing units. ❑; Jumper is required if there is no Smoke Detector circuit. ❑i Jumper is required for any combination of R.RC,or RH. s❑OCC is an output from the thermostat to indicate the Occupied condition. ©%is an input to the thermostat to display Error Status conditions • Unitary Sales Tool v1.5.7.30 Information is subject to change without notice.Check local codes. Printed 11/08/2013