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Specifications at RECEIVED MAY 292014 MILLER CITY OF TIGARD CONSULTING BUILDING DIVISION ENGINEERS NAECZQI� l --' 002(01 STRUCTURAL CALCULATIONS Nelson Business Center, Two Rooftop Mechanical Unit Replacements 6713 SW Bonita Road, Tigard, Oregon Oregon Aire February 17, 2014 Project No. 140104 ' pages Principal Checked: (Crw.t , auCTUR THE CALCUL' . ONS '� 4- OID IF SEAL L' 16655PE r L---57 OREGON o� ��L,��4RY 1`,' Zo�`�� AND SIGNATUREARE hOLTIGINAL 'EXPIRES: 12,- 1 20"'-1.__ *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (503) 246-1250 Fax (503) 246-1395 www.miller-se.com 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): WA PCF Passive bearing: N/A PCF Friction: N/A Structural System: Component Rooftop mechanical units Vertical System: Other.Designed by others Lateral Sys: Other.Designed by others Element Roof Floor Corridor Garage Load Type Dead Dead Dead Dead Basic Design Value(PSF) 15 15 15 10 Loads: Load Type Snow Floor Live Corridor Live Deck Live Value(PSF) 25 40 100 40 Deflection Criteria U240 U360 U360 U360 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 I;= 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: 45.416192 Conterminous 48 States Longitude: -122.745795 2003 NEHRP Seismic Design Provisions 2%PE in 50 years,0.2 sec SA=ss Latitude=45.416192 2%PE in 50 years,1.0 sec SA=St Longitude=-122.74579500000002 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 0.943(Ss,Site Class B) 1.0 0.338(S1,Site Class B) Design Summary: The following structural calculations are for the design of(2)replacement rooftop mechanical units,as well as checking the adequacy of the existing roof framing for the additional load. • 9570 SW Barbur Blvd. Project Name: Nelson Business Center,Two Rooftop Mechanical Unit Replacements Project#: 140104 - Suite One Hundred Portend,OR 97219 Location: 6713 SW Bonita Road,Tigard,Oregon MILLER (503)246-1250 Client: Oregon Aire Consulting FAX:246-1395 Engineers BY: TAK Ck'd: KrH Date: 02/17/14 Page 1 of Co I Y Unit Dimensions: Unit Height,H= 36.4 in Unit Short Dim.,Ws= 47.0 in Unit Long Dim.,WL= 83.3 in "Ws" Unit C.G.,CG= 18.2 in SHORT Curb Dimensions: DIRECT s Curb Short Dim.,Wcs= 47.0 in Curb Long Dim.,WcI= 83.3 in = �oNG Curb Height,C= 12.0 in DIRECTION MISC.INFORMATION: v / /�� We Load Combination:Basic Load Combination I Unit WT= 724 lb Wcs" Curb WT= 144.8 lb Is Unit outdoors?Yes Does Unit sit above roof?Yes Unit attaches to Roof Roof Height= 25 ft 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.= 94.30% 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) SMS= 1.06 eqn.11.4-1,ASCE 7,pg 115 Scs= 0.71 eqn.11.4-1,ASCE 7,pg 115 Ip 1.00 ASCE 7-05 Sec 13.1.3,pg 143 ae- 2.5 ASCE 7-05 Table 13.6-1,pg 149 Rp 6.0 ASCE 7-05 Table 13.6-1,pg 149 h,(ft)= 25 Component attachment elevation w/respect to grade Structure roof elevation with respect to grade Fe 0.353 •Wp ASCE 7-05 Eq.13.3-1,pg 144 OR 1.129 •Wp ASCE 7-05 Eq.13.3-2,pg 144 Not less than 0.212 •Wp ASCE 7-05 Eq.13.3-3,pg 144 FP 0.353 •Wp 0.2SosWp= 0.141 •Wp (ASCE7-0SSec.13.3,pg 145) Equipment Overturning(Seismic)' Short Direction LOCATION 0.7 Fp(Ib) 0.7•(0.2•SDS•Wp) Center of Width,W.(ft) 0.7•Mot 0.6•Mr Holdown (Ib) mass(ft) (ft-lb) (ft-Ib) Force(Ib) Unit-to-Curb 179 72 1.52 3.92 412 851 0 Curb-to-Roof 215 86 2.18 3.92 637 1021 0 Long Direction LOCATION Width,WL(ft ) 0.7•Mot 0.6•Mr Holdown (ft-Ib) (ft-lb) Force(Ib) Unit-to-Curb 6.94 520 1508 0 Curb-to-Roof 6.94 767 1809 0 9570 SW Barbur Blvd Two Rooftop Mechanical Unit Replacements 140104 . Et Project Name Project # Suite One Hundred Portland, OR 97219-5412 Location 6713 SW Bonita Road, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 TAK 2/17/14 z of Lo ENGINEERS Fax: 246-1395 By Ck'd K" -i Date Page WIND: Design per ASCE 7-05 Wind zone 95 MPH(3 second Gust) TOP OF UNIT HEIGHT = 29.03 ft =25+36.4/12+12/12 IMPORTANCE FACTOR Iw= 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= 29.03 ft I(,= 0.98 ASCE 7-05,Figure 6-3,pg 79 FC,= 0.9 ASCE 7-05,Figure 6-4,pg 80 K,= 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 C,= 1.31 ASCE 7-05,Figure 6-21,pg 74 G= 0.85 ASCE 7-02,sec 6.5.8;pg 30 q.=0.00256K,K V21 20.28 psf,ASCE 7-05,eq.6-15,pg 27 F=q,•G CO( 22.59 psf,(per area)ASCE 7-05 Eq.6-27,pg 29 Equipment Overturning(Wind)` Short Direction LOCATION Lever Arm(ft) Lateral Force(Ib) Width,W,(ft) M„ M, 0.6'Mr Holdown (ft-Ib) (ft-Ib) (ft-lb) Force(Ib) Unit-to-Curb 1.52 476 3.92 722 1418 851 0 Curb-to-Roof 2.02 632 3.92 1275 1701 1021 65 Long Direction LOCATION Lateral Force(Ib) Width,WL(ft) Ma Mr 0.6 Mr Hddown (ft-lb) (ft-lb) (ft-Ib) Force(Ib) Unit-to-Curb 268 6.94 722 2513 1508 0 Curb-to-Roof 357 6.94 1275 3015 1809 0 DESIGN FORCES: Unit-to-Curb Total Lat.Load Total Tension (Ib) (lb) Short Direction 476 (wind) 0 Long Direction 268 (wind) 0 Curb-to-Roof Total Lat.Load Total Tension (lb) (lb) Short Direction 632 (wind) 65 (wind) Long Direction 357 (wind) 0 Fastener Check:(for unit to curb and curb to wood framino) Unit-to-Curb:(3)#12 self-tapping screws each side of unit with 12ga bent clip Vall= 363 lb/screw V cap.= 1089 lb/side,=363'3 Vreq.= 238 lb=476/2 Use(3)#12 self tapping screws from Unit to Curb with 1089>238 OK 12ga.clip bracket on ea.side of unit. Curb-to-Roof:(3)1/4"dia.x 3"Simpson SDS screws each side of unit to framing Vall= 672 lb/screw=420'1.6 V cap. 2016 lb/side,=672'3 Tall= 275.2 lb/in per screw=172'1.8 Penetration= 2 in T cap.= 1651.2 lb/side,=275.2'3'2 Vreq.= 316 lb=632/2 Use(3)1/4"dia.x 3'Simpsons SDS screws from Curb Treq.= 0 lb to Roof on ea.side of Curb. Result= 316.0 lb=SORT(0^2+316^2) Z'a= 2018 lb=826'2'20161((826'2)'(COS(RADIANS(0)))^2+2o16'(SIN(RADIANS(0)))^2) 2016>316 0K 9570 SW Barbur Blvd Two Rooftop Mechanical Unit Replacements • at Suite One Hundred Project Name Project # 140104 Portland, OR 97219-5412 Location 6713 SW Bonita Road, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 TAK 2/17/14 of ENGINEERS Fax: 246-1395 By Ck'd KsM Date Page 3 LOAD IN(, DL= IS PSF BEMS AT 30' o.L. = (30')(40 PSF) = 1 ,00 P(_t 9EhA SL P5F Po L1 r.3s Al 8' o[. = (8')(40 PSF) = 3�o PLt - r TL 4o PSF suB-puguNS AT -1'o.C• _ (A')(40 PsF) = 0o PLF 'UNIT # I : • NIT CHFCI( 2Xb S u I PsF*z5 PsF)(Z')= :9y0 may. vr, IN- 391�x494') - PsF( t) = 53.Etbe: I33 ,cF mom i R+Rwh it M = &t°2 Fr-r$S C5tom" PG. S ) T, ` (S02)033 13u,8 PSI Sv8 PuRUNS 7.S(4. F4 (900 P5i)(15)(I•IS)(I.15)= 1785 psi > 13(e8 °v. (E) Zxlc Su Pu2L.1 NS ARE ADE0vAiE c.�IECK alix x 0,a24,1cLo LAM PVRLIN W,= (40 PSF)(8') - 3ao Pt_F W Wz , L i v42.. 033 PLF)(S.)/ = 53 2 rt/A' unto P1 + (3ao PL /z) = 4Z.' PtF M= 3730 CI FT-t-PP5 (5E PG. (.0 ) { m = (3730(1)(1) = a 1 - psi II Tb , .4Oo PSI (I.YS)is Z7Vo PSI >-A►Aa. PSI orc CO kV4x aar7� (-LULRI`t FuRLINS PD(C\ATE • v Iv I T 4 t a. : PugUNS kOt-QoItTt- - Bra (See ABove) iI11I (E) Pv1;t_,IV RDEGIoATE. ^SvB FuArrr (se--- AI;ovE) , r�t efaons /QQ`(fvATC Se HG� ONC�t AanrnrG /6(> LQ.5 r=oktrtw LESS "%-#+4N I N G%4A-Nby I H Lo. 9570 SW Barbur Blvd Two Rooftop Mechanical Unit Replacements 140104 Project Name Project # Suite One Hundred Portland, OR 97219.5412 Location 6713 SW Bonita Road, Tigard, Oregon MILLER Client Oregon Aire CONSULTING (503)246-1250 TAK 2/17/14 of (A ENGINEERS Fax: 246-1395 By Ck'd ��^� Date Page `F P/4/7- i9 7/77 Project UNIT 4PI Sue FaLINS By: Date: Checked: Date: Page: Description: Units: English Properties - X = feet, E = ksi, I = in"4 X = 0; E - 1600; I - 5.36; Moment Releases - X = feet Supports - X = feet, Displacement = inches, Rotation = radians X = 0; Disp = 0; X = 8; Disp = 0; Springs - X = feet, Vspring - kip/inch, RSpring = kip in/rad Point Loads - X = feet, PLoad = kips, Moment = kip ft Uniform Loads - XStart & XEnd - feet, UStart & UEnd = kip/ft XStart = 0; XEnd = 4; UStart = -.08; UEnd - -.08; XStart = 4; XEnd - 8; UStart = -.133; UEnd - -.133; WinBeam 3.30 - Registered to Miller Consulting Engrs. PY/n• ea/77 Project By: Dab: Checked: Date: Page: Reactions - kips, kip ft Shear - kips ,a-1122P. -0.4790.' Moment - kip ft Rotation - radians Deflection - inches .o,La�a000 666—' WinBeam 3.30 - Registered to Miller Consulting Engrs. Seto Pi-7Beam Project: VNIT 4:r Pi2CjNS By: Date: Checked: Date: Page: Description: Units: English Properties - X - feet, E = ksi, I = in"4 X - 0; E - 1800; I - 2373.05; Moment Releases - X - feet Supports - X = feet, Displacement = inches, Rotation = radians X - 0; Disp = 0; X - 30; Disp = 0; Springs - X - feet, VSpring - kip/inch, RSpring = kip in/rad Point Loads - X = feet, PLoad - kips, Moment = kip ft Uniform Loads - XStart & XEnd - feet, UStart 6 UEnd = kip/ft XStart - 0; XEnd = 23; UStart - -.32; UEnd = -.32; XStart = 23; XEnd = 30; UStart - -.426; UEnd = -.426; WinBeam 3.30 - Registered to Miller Consulting Engrs. ki 7A6.eam Project: By: Date: Checked: Date: Page: Reactions - kips, kip ft t T t Shear - kips :86567 -5.4554 Moment - kip ft -J.uuvuuu Rotation - radians 1n_n��56� Deflection - inches i -- f , = o.i S5 - a5 3 °t`- sinBeam 3.30- Registered to Hiller Consulting Engrs. �/ STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS STRUCTURAL NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK AB ANCHOR NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS.SHOULD - - AFF ABOVE FINISH SHALL L REQUEST INTERPRETATION REGARDING AND CONTRACT DOCUMENTS THE ENGINEER SITE CONDITIONS,THE CONTRACTOR Property&Location - RECEI�iED AFF ABOVE FINISH FLODR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE ALT ALTERNATE I PROJECT.THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND K• 1 ARCH ARCHITECTURAL \J DETAIL REFERENCE FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION ' ATR ALL THREAD ROD THEREOF.ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY ' r BLDG BUILDING CODE AS BASED ON THE 2009 INTERNATIONAL BUILDING CODE,INCLUDING ALL REFERENCE STANDARDS, $!r: •-•!•� ■∎• f BLKG BLOCKING UNLESS NOTED OTHERWISE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL I _ i BM BEAM SAFETY REGULATIONS DURING CONSTRUCTION. MAY 2 9 2014 BN BOUNDARY NAIL AI .-. -I '-T . . • - BOF BOTTOM OF FOOTING `�/ DETAIL SECTION CUT 2.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.UNLESS BOT BOTTOM OTHERWISE SPECIFICALLY NOTED,THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR 'b 1 OOPYRIGHT2M3 BRNG BEARING CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS,DIRECTION AND r 1 CITY OF TI� 'D"''° inc. BSMT BASEMENT RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND r ' ' BTWN BETWEEN AI BUILDING OR WALL PROPERTY DURING CONSTRUCTION.THE CONTRACTOR SHALL AT HIS OWN EXPENSE.ENGAGE I R/7 C CAMBER �q�T� SECTION CUT PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY BUILDING Dl 1IS CIP CAST IN PLACE `�• MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR N r r CJ CONTROL OR CONSTRUCTION JOINT IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH .41 ' r ' '�Pd'RTEAii{ T,} 1 I A CJP COMPLETE JOINT PENETRATION SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTORS EXPENSE. 1 N \•217 Rr-r•%J I CL CENTERLINE ELEVATION OF WALL _ _ _ _ _ I { \ CLG CEILING • OR FRAME 3.THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE ��-,� — ' -}__ SE _•CLR CLEAR PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS ■ r ��Jiii��---(((, l mu C IU CONCRETE MASONRY UNIT AND SPECIFICATIONS OR THE DESIGN.ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ' r COL COLUMN ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. I CONC CONCRETE OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL r r 3 1 . MILLER CONN CONNECTION Q REVISION SYMBOL ENGINEERS RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 1 a .. �- CONST CONSTRUCTION ' r '—` 4 -'4 M' -� C O N S U L T I N G CONT CONTINUOUS 4.DESIGN LOADS.DESIGN FOR MECHANICAL LOADS INCLUDES ONLY THOSE INDICATED ON STRUCTURAL / 1- - ��„IR. 'I: D DBA DEFORMED BAR ANCHOR DRAWINGS.THE FOLLOWING ARE THE DESIGN REQUIREMENTS: / - DtlRNYk`, 2: E N G I N E E R S DBL DOUBLE n - r c DF/L DOUGLAS FIR-LARCH \T/ -.1 A) DEAD LOADS: 15 PSF DIA DIAMETER �/� GRID LINES B) FLOOR LIVE LOAD: N/A DAG DIAGONAL U -+_— C) OCCUPANCY CATEGORY CATEGORY II 6713 SW BONITA RD. 957°SW Barbur Blvd DIST DISTANCE 0) ROOFLNE: N/A TIGARD,OREGON Suite One Hundred DL DEAD LOAD I E) ROOF SNOW. 25 PSF N Portland,OR 97219 DN DOWN WIND DESIGN: BASIC WIND SPEED(3 SEC)-95 MPH 011. DETAIL F) ( ) Phone 503.246.1250 DWG DRAWING ""_'° 1 VICINITY MAP (E) EXISTING —.- ROTATE VIEW SYMBOL EXPOSURE Fax 503.246.1395 www.miller-se.com F=22.59 pot s0.Q 1 N.TS. EA EACH G) SEISMIC DESIGN: IE=1.0 EF EACH FACE SS=0.913 EL ELEVATION SITE CLASS=D . EN EDGE NAIL N SDS=0.71 ('i- FOR ENGINEER OF RECORD SEISMIC DESIGN CATEGORY=D '�R EELY EQUAL AY NORTH ARROW 5.NON STRUCTURAL PORTIONS OF PROJECT,INCLUDING BUT NOT LIMITED TO PLUMBING,FIRE O� � 1. S ` '�O EXT EXTERIOR SUPPRESSION,ELECTRICAL,MECHANICAL,LAND USE,SITE PLANNING,EROSION CONTROL FLASHING AND FOR CODE COMPLIANCE{ Asp-C','�� f '''.`/(" Z FF FINISH FLOOR WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. Approved: 'r/ r ;' I P Tf FN FIELD NAIL TOS �PP'"•�� I ✓, FIR FLOOR ��.✓,•�� W "-i FDN FOUNDATION c, /4.0 - e FIG FOOTING /EL.100'- REFERENCE ELEVATION OTC: I �`,7 6655{O C '�'./ � GA GAUGE !��e 1! H GALV GALVANIZED j(, �/ _ /J 0 GLB GLUE LAMINATED BEAM \ Permit#: 01 D il°11213 - .. -4 rr c••• , 66JJ ��'`', COPYRIGHT 2013 �.e Miller Consulting Engineers.Inc. y OREGO", ,.:,.. ambit .I.. , ,/ - - - - - .. —,.. - • I I I I I I I EXPIRES: 1ncr_• _�! MILLER . CONSULTING ENGINEERS 9570 SW Bartlur Blvd Suite One Hundred I I I I I I I I I I I Portland,OR 97219 Phone 503.248.1250 Fax 503.246.1395 www.miller-se.cam -I II-- 1 — ---I- - -I- - ---I- - 1 - — 1 — 1 -1 I— - _l_ __ — I 1 I _- I _ I _ _ I _ I I 1 I W S MECHANICAL — O W - (N) RE— PPLACEM O SEE 2131.01 O ANCHORAGE DE AR IL I I I I H I I co I..L Z iPROVIDE CUP CONN. W AT EA.SIDE OF UNIT CC I I I I I I I I I t I I ( 12 GA IX Z w = tE)STEEL C.OLI�MN _ _ _ _ _ '� (E)GLULAM BEAMS AT 30'-0'O.C. 1- , w 11171 Z cn ,�� - \ zw z (3)#12x1.SELF = n <O TAPPING SCREWS EA. 0 m Z Z W _I I I _- I _ I _ I I I I I _ (3)SIMPSON SDS25300 SIDE EA CONNECTION W O 0 m 0 Ce II�� SCREWS INTO FRAMING NI EE211S1001 FO ANCHORAGE I BELOW EA.SIDE OF UNIT — - --. W II "Q ZO rap 1 1 I I I I 1 1 I I I § IV I 1 DRAWN BY: TAK UNIT PLAN CLIP CONN.DETAIL CHECKED BY: k ham" PROJECT NO: 140104 I I I I I I I I I I 1 I ISSUE DATE: 02.20.2014 1 (E)GLULAM PURLINS AT Er-010.C.TYP. 5Z 8-0' uS 0 1 I = CD 50'-0. 5111 N END ELEVATION SIDE ELEVATION ill) (E) ROOF FRAMING PLAN 2 MECH. UNIT TO CURB ANCHORAGE 1 1 S1.01 lI8 -0 1 ' NTS I S1,01 MINIMUM ANCHORAGE REQUIREMENT SHEET CONTENT ROOF FRAMING PLAN ANCHORAGE DETAIL LINE IS 2 INCHES SHEET AT FULL SCALE I C 1 .01 IFN0Tr-sGLEAL10 ONC1n J a APPROXIMATE AREA OF WORK SEE SHEET S1.01 ( .t r t/ ` 4 T U�Q COPYRIGHT 2013 4� {) PHO Miller Consulting Engineers,Inc. f iLI w 16655PE IN‘4.7.'4,,-- at � "9 ORE G: ".J' M I L L E R lir e., 4'0. ' i CONSULTING G, "r ENGINEERS l, l • el'.? k i'ati `.r _ 9570 SW Barbur Blvd Suite One Hundred FPIRES....,;,=-1� `2v!Y_I Portland,OR 97219 1 I Phone 503.246-1250 Fax 503.246.1395 www.miller-se.com Z W W U Q J 0_ W Z w IY CO - U w Z c z D U) Z • o = m 'Q ao U z z W W o O u)0 o _1 W U) W(r r'6 Z O H: DRAWN BY TAK CHECKED BY: ----- PROJECT NO: 140104 ISSUE DATE 02.202014 1 SW BONITA RD 'o0 M ',\ --- ------ - -_ SHEET CONTENT \ SITE PLAN N o di) i SITE PLAN co �\ LINE IS 2 INCHES SHEET AT FULL SCALE � S0.02 TF NOT?-SCALE ACCORDINGLY) RECEIVED MAY 292014 Lennox Industries Inc. - Product Submittal CITY OF TIGARD System ID: QUOTE-1 011ILDING DIVISION Package Model: KGA060S4D Description: PKGGE/5 TON/65KB/46 - HEATING PERFORMANCE Heat Source Natural Gas Gas Supply Connection 0.50 (in.) H/E HighInput 65000 (Btuh) H/E Heat Rise 24.1 (°F) H/E HighOutput 52000 (Btuh) AFUE/ThermalEff 80 System HeatOutput 52000 (Btuh) Number of Heating Stages 1 Gas Supply Pressure 7 (in.WC) COOLING PERFORMANCE Refrigerant R-410A Number Compressors 1 ARI EER 11.0 Number of Cooling Stages 1 ARI SEER 13.0 Condensate Drain Size 1.00 (in.) ARI Total Power 5300 (W) Cooling OutdoorDB 95.0 (°F) ARI GrossTotalCool 61800 (Btuh) Cooling MixedDB 80.0 (°F) ARI NetTotalCool 59000 (Btuh) Cooling MixedWB 67.0 (°F) Coil GrossTotalCool 62080 (Btuh) Coil DischargeDB 59.2 (°F) Coil NetTotalCool 59696 (Btuh) Coil DischargeWB 57.2 (°F) Coil GrossSensCool 45765 (Btuh) Unit DischargeDB 60.3 (°F) Coil NetSensCool 43382 (Btuh) Unit DischargeWB 57.7 (°F) Tube/Fin Refrigerant Charge 11 LBS.0 OZ. Coil MoistureRemoval 15.4 (Ib/hr) System MoistRemoval 15.4 (Ib/hr) SUPPLY FAN PERFORMANCE Supply Fan Total Air Flow 2086 (cfm) TotalStaticPress 0.25 (in.WC) Supply AirFlow 2086 (cfm) Economizer Static Press 0.05 (in.WC) ExtStaticPress Supply 0.20 (in.WC) Air Filter Qty 4 SupplyFan Req'dPower 0.75 (hp) Air Filter Length 16.0 (in.) SupplyFan NomPower 0.75 (hp) Air Filter Width 20.0 (in.) Supply Fan Type CAV Direct Drive Air Filter Thickness 2.0 (in.) SupplyDrive Speed 2 ELECTRICAL Voltage 460V 3Ph SupplyFan FLA 2.2 (amp) Frequency 60 (Hz) CondensingUnit FLA 1.3 (amp) System MCA 14.0 (amp) CondenserFan Power 370 (W) System MOCP 20 (amp) Compressors RLA 8.0 (amp) Cooling FLA Total 11.5 (amp) Unit Oper Range-Nom Voltage +/- 10% DIMENSIONS Cabinet Width 47.0 (in.) Downflow Supply Length 18.0 (in.) Cabinet Length 83.3 (in.) Downflow Supply Width 20.0 (in.) Cabinet Height 36.4 (in.) Downflow Return Length 11.0 (in.) Total Weight 724 (lb) Downflow Return Width 29.0 (in.) Project: 3000398836 Cavalry Heating Last Changed:JEFF SPROGE Quote: 4000474073 Cavalry Heating Prepared On:2014-02-04 Page 3 of 12 Phone:503-335-1111 Lennox Industries Inc. - Product Submittal System ID: QUOTE-1 Package Model: KGA060S4D Description:PKGGE/5 TON/65KB/460-3 SYSTEM FEATURES Durable Outdoor Enamel Paint Finish See Limited Warranty Certificate included with unit for details Scroll Compressor - AGA-CGA Certified Expansion Valves Redundant Comb.Gas Control Valve High Capacity Driers Electronic Flame Sensor Separate Compressor and Controls Compartment Direct Spark Ignition Limited compressor warranty of 5 years Aluminized Steel Inshot Burners Limited warranty on all other components of 1 year Limited warranty on aluminized heat exchanger of 10 years INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED CONSTANT AIR VOLUME DIRECT DRIVE 2 IN MERV4 FILTER INCLUDED SYSTEM OPTIONS-- FIELD INSTALLED 90W61 1 KIECON30A-2 ECONOMIZER-SHORT 53W64 1 CISNSR64FF1 SINGLE ENTHALPY 20W05 1 CIACURB30A GCS/CHA/CHP16/20-511/653 TO T Project: 3000398836 Cavalry Heating Last Changed:JEFF SPROGE Quote: 4000474073 Cavalry Heating Prepared On:2014-02-04 Page 4 of 12 Phone:503-335-1111 Lennox Industries Inc. - Product Submittal System ID: QUOTE-1 Package Model: KGA060S4D Description: PKGGE/5 TON/65KB/460-3 DIMENSIONS-INCHES(MM) CORNER WEIGHTS CENTER OF GRAVITY Model AA BB CC DD EE FF • No. Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. Ibs. kg Ibs kg bs. kg bs. kg Ibs. kg Ibs. kg Ibs. kg bs. kg in. mm in. mm in. mm in. mm 024 92 42 113 52 112 51 128 58 180 82 207 94 148 67 183 83 361/2 978 40 1016 18 457 18 457 030 92 42 114 52 112 51 129 58 180 82 207 94 149 68 183 83 38-1/2 978 40 1016 18 457 18 457 036 92 42 114 52 112 51 129 59 181 82 208 94 149 65 184 83 38-1/2 978 40 1016 18 457 18. 457 048 99 45 123 56 120 55 139 63 193 88 223 102 159 72 197 90 38-1/2 978 40 1016 18 457 18 457 060 104 47 128 58 126 57 145 66 203 92 233 106 167 76 206 94 38-1/2 978 40 1016 18 457 18 457 072 121 55 143 65 147 67 162 74 237 108 261 119 195 89 231 105 38-1/2 978 40 1016 18 457 18 457 090 188 76 195 88 183 83 212 96 227 103 263 119 203 95 241 109 47 1194 47 1194 21 533 21 533 Base Una•The unit with standard heat exchanger NO OPTIONS. Mau.Unit-The unit with ALL OPTIONS Installed(High Input Heel Exchanger.Economizer.etc.) 5.5+8 16-1H 18 (4 A l 11 (413) (457) AA (279) BB 7(178) BOTTOM 5 ////��/•RETURN /BOTTOM CENTER '(W r10 ,AgING 20 T SUAIR Y/ (�)GRAVITY �` %J I/ 47(1192) OPENING 1 /' BASE x 0024 hiu 07� I 34(904)090 65x8 0 j}j 312 (168) FF T R4) OD I \ CC Ih_ 261f2� BOTTOM r EE (673) CONDENSATE OUTLET BOTTOM POWER ENTRY 3X8(76X203) TOP VIEW(Base) 4S 83-114(2115)024 Ms 072 (1143] I 96-1/4(2445)090 lao §8i+ o I I ,1 11!1 2$ 2' 1 L1 t a FLUE/VENT INLET 11 g° s^c OUTLET Fig \ (SAS 7 CONDENSATE INLET E.—A i 7 OUTLET e 6� 4 1 I I' 11 R a (BTHER SIDE) 15 —414- 11(25) ` t 1 6(140) (381 I I'II(25) I100 00 t 3-1/2(89) ')O r—'-1 r—T t 001 4.-- 47(1192) 26-1/2(673) .4___(62e7,6) I (�31~ BASE LIFTING HOLES 85-114(2155)024 thru072 BASE END VIEW (For 6391r9) 98.1/4(2496)090 BASE SIDE VIEW 11 j 9-1/2_4_41 8-3/8_ (279) �_ (496) (467) 2(51) 1 .11 I I 111111 I' 7 11 1' I 11 1 (737) (508) 1111, 111/! t O 1 \ ,_ /m, T7 FORKLIFT SLOTS 5-112 HORIZONTAL HORIZONTAL 5:7n (Front E !� (140) SUPPLY R R (140) Blower Eric!) OPENING RETURN OPENING (Without Ecoromizer) BACK VIEW Project: 3000398836 Cavalry Heating Last Changed:JEFF SPROGE Quote: 4000474073 Cavalry Heating Prepared On:2014-02-04 Page 5 of 12 Phone:503-335-1111 Lennox Industries Inc. - Product Submittal System ID: QUOTE-1 Package Model: KGA060S4D Description: PKGGE/5 TON/65KB/460-3 OUTDOOR AIR HOOD DETAIL FOR OPTIONAL ECONOMIZER AND BAROMETRIC RELIEF DAMPERS (Downflow Applications) 11.34 02h f15.3/4(298)(400)072 4 t anin d 090 060 OPTIONAL HOO OUTDOOR D — (Furnished with Economizer) —41 (3m) I OPTIONAL BAROMETRIC RELIEF HOOD 0 O O 00 (Furnished with Economizer) SIDE VIEW OUTDOOR AIR HOOD FOR ECONOMIZER BAROMETRIC RELIEF HOOD FOR ECONOMIZER (Furnished) (Furnished) 1.114 \ 2-1/2 (32) (64) 12 • c (305 33 I� , �'�' 1-114 ..2-tn (64) 4111 10-18/2) 34(19) IT 1(25) 3/8(10) J fff Model A B C No. in. mm in. mm in. mm 024,030,036,048,060 19-1/4 489 13 330 11-3/4 298 072,090 23-1/4 591 17 432 15-3/4 400 Project: 3000398836 Cavalry Heating Last Changed:JEFF SPROGE Project: rY 9 9 Quote: 4000474073 Cavalry Heating Prepared On:2014-02-04 Page 6 of 12 Phone:503-335-1111 Lennox Industries Inc. - Product Submittal System ID: QUOTE-1 Package Model: KGA060S4D Description: PKGGE/5 TON/65KB/460-3 UNIT CLEARANCES-INCHES(MM) NOODR AR l�� f- B _F a f D — t lA A B C D I Unit Clearance Top in. mm in. mm in. mm in. mm Clearance Service Clearance 48 1219 36 914 36' 914 36 914 Clearance to Combustibles 36 914 1 25 1 25 1 25 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE-Entire perimeter of unit base requires support when elevated above tie mounting surface. 1 Service Clearance-Required for removal of serviceable parts. Clearance to Combustibles-Required clearance to combustible material. Minimum Operation Clearance-Required dearance for proper unit operation. • Project: 3000398836 Cavalry Heating Last Changed:JEFF SPROGE Quote: 4000474073 Cavalry Heating Prepared On:2014-02-04 Page 7 of 12 Phone:503-335-1111 OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI Y14.5M-1992 REVISIONS MATERIAL: 18ga.GAL STEEL REV. DESCRIPTION DATE APPROVED 1" 1-1/2LB DUCT INSULATION (R VALUE 3.85) Attn: Tag: 02 LOWERED CURB HEIGHT FROM 20"TO 12" 3/30/07 MWG GASKET PROVIDED WITH CURB 03 REMOVED PART#14 AND ADDED#10 4/17/2007 MWG 1 1/2"ADDED TO EXISTING CURB O.D. 04 UPDATED TOP BRACE SITE 1RBGA1 TO 2"CHANGE CURB 11/10/11 00 Approval: 48 11/16" RETURN AIR 29 9/16" 2'TYP —0- 14 7/16" H- r . _ '•— ♦` `6�` SUPPLY AIR 22 15/16" `�' 3313/16" �� '�� 4 I 50 11/16" , 'I 301/16" • 26 1116" ' • - . •i--• 2 1/4" 2 4 2 I 2 5/16" RETURN 26 5/16" SUPPLY ' 50 1/2" EXISTING CURB LAYOUT 79 3/4" j I 41 1/2" 1 5" 1 T 3 ~ 52" i 70 1/2" . CDI Model Number Existin Unit New Unit Tonnage Supply Return Existing Pressure Drop Pressure Drop 1-2005-2060 GCS/CHA/CHP 16-511/653 Energence A Box 3 0.009 0.014 GCS20/CHA20-411/653 3 to 6 Ton 3.5 0.012 0.019 4 0.015 0.024 5 0.024 0.038 6 0.034 0.055 • CURBWEIGHT(LBS.) APPROVALS DATE TITLE. 20W05 216.87 01Y1"N oolivares L •� J CHECKED: UNLESS OTHERESSE SPECIFIED,TOLERANCES Thursday,March 29,2012 1':16:24 AM QUOTE #: CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO `VERIFY EJUSTING CURB OD .A1(20.03 e.XX,Po CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT " ""' 17560 TYLER ST NW FILE NAME: DRAW ND.: "VERIFY SUPPLY AND RETURN OPENINGS., ]�T ELK RIVER,MN 55330 20W05-1-2005-2060 "NOTE ANY CHANGES DSIEHBDNEME fIQ711N0LE CDI (763)391-7790 CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. "CALL WITH ANY QUESTIONS FOLLD", 'FAX BACK IF DRAWING IS OK AS IS II (763)391-7651 SCALE: 1:18 I SHEET: 1 OF 3