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Specifications (6) 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM DEC 4 riUIU CITY OF TIGARD BUILDING DIVISION 12.5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Spec Sheet CIT OF TIGARD Approved . Conditionally Approved [ ] See Letter to: Follow [ ] Atta lied Permit Nt u Der:.. -- &a Ad. ess. By: to i1 _ Date: �i1 - Approved plans shall be on job site. OFFICE COPY Packaged Rooftop Builder 1.39 Page 1 of 8 r Unit Report For 12.5T Project: -Untitled80 10/30/2013 Prepared By: 11:05AM Unit Parameters Dimensions (ft. in.) & Weight (1b.)**" Unit Models 48TCDD14A3G5 -6FOGO Unit Length 7' 4.125" Unit Size 14 (12.5 Tons) Unit Width 4' 11.5" Volts- Phase -Hertz 208 -3 -60 Unit Height 4' 1.375" Heating Type Gas * ** Total Operating Weight. 1300 lb Duct Cfg• 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 Al /AI - Al /Cu Electromechanical Controls w/V 7220 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 1.39 Page 2 of 8 .. Certified Drawing for 12.5T Project: -Untitled80 10/30/2013 Prepared By 11:05AM NOTES: I D UNITED R.D. RDS AI/R THIS DOCUMENT IS THE PROPERTY OF (AIRIER CORPORATION TECHNOLOGIES /DRACYID. YT AND IS DELIVERED UPON THE ESPIISS CONDITION !NAT TIE S f D pU 1. DIMENSIONS ARE IN INCHES, DIMENSIONS UNIT OUTDOOR COIL TYPE N CARRIER 13251 CONTENTS RLS NOT SE D DR u1FD WNW DAIIIfR D UPIANCE •a COOlERT. IN [ 1 ARE IN MILLIMETERS. CORPORATION'S nnr[N toxsEAr 2. S CENTER OF GRAVITY �IATC - D14 EVE 11 [2801 CONNECTION SIZES 4OTC-0T4 RTPF 15 7/8 40-3/8 —+1 A 1 318' [35] DIA FIELD POWER SUPPLY ROLE 3. y DIRECTION OF AIR FLOW [4031 [10261 I RTPF • ROUND TUBE, PLATE FIN (COPPER /ALUM! _ B 21/2' [64I DIA POWER SUPPLY KNOCKOUT MCHX - NOVAEION (ALUM /ALUM C I 3f4' [511 DIA GAUGE ACCESS PLUG ECONOMIZER ROOD 20.3/1 D 1/8' 5221 DIA FIELD CONTROL WIRING HOLE , 1111111..111/11.1.1k . (OPTIONAL! �1 E 3/4• -14 NPT CONDENSATE DRAIN I 3/4• -14 APT GAS CONNECTION 1-. , _ _ G 2' I511 DIA POKER SUPPLY KNOCK-OUT FILTER ACCESS PANEL 1 1DISPOSABIF FILTERS) + (9 /B 12 TARO - THE - BASE CHART [3211 THESE ROLES REQUIRED FOR USE RETURN AIR 1 RETURN CRMPWROD2AS1,((VAST CONDENSER � - .. .. BT COIL `"+..�` l THREADED JIBE RE0'D HOLE I /� Cr '�-. ,1 / AIR CONDUIT SIZE USE STIES MAX.) • INDOOR COIL �'1 1 N 1f2• ACC. 718' [22.21 ACCESS PANEL �' �, "\ i [TS2TI X 1/2• 240 1 /8' [22.21 1 28 - 3/1 Y 1 111. 1002,0041 POWER 1 371' [11.11 17311 37 -518 SUPPLY 19551 Z• 10011 3 /4' FPT 6AS 1 5/8• [41.31 ~' R i 1 F AIR FOR 'iNRU-THE-BASEPAN' FACTORY OPTION. 116!1 N SEE �" Z ! AIR FITTINGS FOR ONLY X. T. 6 I ARE PROVIDED SUPPLY 11127 [3591 [2797 THRU — — (00 21 PROVIDES 3/!' FPT TXAU CURB BACK I } E, ..__..�BAAr,... ; ... ...• ... , FLANGE 6 FITTING. 29 -5 /8 e — 6 -1/4 [1511 L + [1591 . [1001 ► II . — 3.1/4 E ALT. [7561 [e37 X CONDENSATE 2-718 25 112 1.516 DRAIN OPENING IN BASE PAN [8161 1131 12 -578 [1181 CT [3211 _ __ A LOCATION — I I l • ACCESS PANEL E STD. • CONDENSATE F[l1ER OPTIONAL 1!131 OAAIM • CONDENSER OPTIONAL INDOOR BLOWER 28-3/8 ACCESS ( 7201 COIL FACTORY FLUE 19.718 INSTALLED SUPPLY AIR 36 -3/8 36 [12531 DISCONNECT [9251 RETUR FACTORY F � 26 OUTSIDE INSTRLLED �� AANDLE , ,-- HANDIE 1) -i/6 OUTLET j [6191 AIA / 11111. CONVEOUTLET C " D 1 � [3531 1 6-518 5• /4 J 1_ _ H = 11681 } .. 5 • . � 11861 _ 2 -5/e 6 - 3/8 6.3/8 III 7 5 3 - 3/4 59 - 112 1611 31 12141 [1111 11771 [1463 4 , 1451 115101 TIP [1401 CURB 68-1/0 31 -718 LEFT WIDTH 122381 19631 42 BAROMETRIC 110681 RELIEF FRONT ir t RETURN AIR F108 RIGHT SHEET DATE fDRICEaf 48TC -14 SINGLE ZONE ELECTRICAL BED 48TM501441 1 OF 2 10 -04 -10 08 -30 -10 COOLING WITH GAS HEAT G Packaged Rooftop Builder 1.39 Page 3 of 8 Certified Drawing for 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM gift UNITED N.O. wA INNS IRIS OSYNCXI IS INC PROPEITI E CHUTE! CWPWAIIW Stle 101W OF 1A1%1X01 W OOCWC I5 OUTDOOR STD. UNIT CORNER CORNER CORNER CORNER C ARRIER GICS a1A[RU, N1 AN' Us NIL IREIIN u IC ISC nrasl ca'mW 51 C 1x[ NO IDI CWC ' 1 i1NTE PART NFAFOANAXCE W CARRIER 53251 CWPCN1e Ill pF 10 0TOCLWE' W USFI N[RXWT CAAA[[A ACCCPTAICE OF CWTIACI. UNIT COIL EIGHT... WEIGHT IA/ WEIGHT CB/ WEIGHT ICI WEIGHT ID/ cWPOxAnW s ellm CWS[NI. TYPE LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. % 7 2 48TC-D14 ACHE 111i 506 217 135 157 71 229 104 434 191 21 1/2 11491 34 THE [8701 20 1/4 1514] ... STANDARD UNIT WEIGHT IS WITH LOG GAS HEAT AND WITHOUT PACKAGING. 411TC.014 RTPF 1161 53D 349 151 161 18 211 98 440 200 31 3/8 1197] 34 3/4 [883] 21 1/8 1558] FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRCOUCT DATA CATALOG, RTPF - ROUND TUBE, PLATE FIN (COPPER/ALUM NCH% - NICROCHANNEL IALUN /ALUNI CORNER A CORNER B • / / // /ice= /iii \ Negq IauN1 NIHI)))))))))))) ll) • v j. • • • • CORNER D U CORNER C TOP OMEN :® 1 1 FRONT SHEET NETS WPCNCCNC1 48TC -14 SINGLE ZONE ELECTRICAL q$TM501441 Alr 20F2 10 -04-10 08 -30 -10 COOLING WITH GAS HEAT G Packaged Rooftop Builder 1.39 Page 4 of 8 Performance Summary For 12.5T Project: -.Untitled80 10/30/2013 Prepared By: 11:05AM Part Number:48TCDD14A3G5 -6F0GO ARI EER 10.80 IEER: 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 *- 1167 lb High Static Option :._..__.___.__.__..._.._____ 15 lb AI /AI - AI /Cu -51 lb Enthalpy Economizer w/ Barometric Relief 74 lb 2 Speed Fan Controller (VFD) .. lb Accessories Power Exhaust System 75 lb Total Operating Weight 1300 lb ( *) Base Unit Weight is based on RTPF. Unit Unit Voltage- Phase -Hertz: 208 -3 -60 Air Discharge Vertical Fan Drive Type: _ _ Belt Actual Airflow 4800 CFM Site Altitude 0 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 Enthalpy 31.44 BTU /lb Evaporator Leaving Air DB • 60.0 F Evaporator Leaving Air WB• 57.3 F Evaporator Leaving Air Enthalpy 24.59 BTU /lb Gross Cooling Capacity 148.00 MBH Gross Sensible Capacity 103.80 MBH Compressor Power Input 10.20 kW Coil Bypass Factor 0.245 Heating Performance Heating Airflow 4800 CFM Entering Air Temp 70.0 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 0.75 in wg Options / Accessories Static Pressure Economizer 0.30 in wg 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 1.39 Page 5 of 8 A Performance Summary For 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM Return Duct Static 0.20 in wg 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 75 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 i 0 0 r - -a\S 0 s L \ F ri p . r r Advanced Accoustics Parameters 1. Unit height above ground 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction 0.0 ft Detailed Acoustics Information Packaged Rooftop Builder 1.39 Page 6 of 8 S Performance Summary For 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM Octave Band Center Freq. Hz 63 125 500 1k 2k 4k 8k Overall A 87.0 85.2 84.9 82.2 78.4 75.3 72.9 92.4 Lw B 60.8 69.1 76.0 81.7 82.2 79.6 76.3 71.8 87.1 LwA C 54.6 52.8 52.2 52.5 49.8 46.0 42.9 40.5 60.0 Lp D 28.4 36.7 43.6 49.3 49.8 47.2 43.9_39.4 54.7 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A- Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A- Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 0 ..111111WI I I I 7. 1 111 1 1 " "11: 3xwm s n ip ? miammirainsim 12 ,Emil �1�� 1.111111.1111 _ 111[1111111.1 10 ` -.. •L IlLI\\ MIN WIN. ° 00: 0111111111111101 op 00 07 14 21 28 35 42 49 55 63 70 Airflow(CFM- thousands) RPM =1108 BHP MaximumRPM =1130 Maximun =4.70 Note: Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC- System Curve RP -Rated Point Packaged Rooftop Builder 1.39 Page 7 of 8 r Spec Sheet for 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM Packaged Rooftop Builder 1.39 Page 8 of 8 V LM K CONSULTING REC.\\JC 503.222.4453 E N G I N E E R S 1 503.248.9263 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 www.vlmk.com STRUCTURAL CALCULATIONS for Plaza West -Roof HVAC New Roof -top Units #5 and #8 9600 SW Oak St. Tigard, Oregon for Plaza West, LLC c/o NAI Norris Beggs & Simpson 121 SW Morrison, Suite 200 Portland, OR 97204 • PRO r , / /5 / 44. cQN .))0t14 'yrc. 1 , 1P ` EXPIRE3: 12/31 / to/y Prepared By: Collin Bundy, E.I.T. VLMK Job Number: 20130638 November 13, 2013 ,Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies /Evaluations•Entitlement VLMK Consulting Engineers, Inc. • Structural Calculations DC -1 Plaza West Roof HVAC Plaza West -Roof HVAC New Roof -top Units #5 and #8 9600 SW Oak'St. Tigard, Oregon VLMK JOB NO. 20130638 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 -6 HVAC support, Existing Roof Framing Design /Analysis Reference Information -FOR REFERENCE ONLY R -1 thru R -5 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 is 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, the west end of the roof in September, 2012, and one on both ends in May, 2013. 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: G:V1cad2013 \20130638 \Calculationsl20130638 - DC.docx - Page 1 Printed: November 15, 2013 • V Structural Calculations DC -2 Plaza West Roof HVAC 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, C 1.0 Snow Load Importance Factor, I 1.0 Thermal Factor, C 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 I = 1.0 Occupancy Category II Wind Exposure C Rooftop Structures and Equipment <_ 60' Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations S = 94.7% S = 34.0% Site Class D Spectral Response Coefficients Sd = 70.7% Shc = 39.0% File: G:\ Acad2013 \20130638\Calculations\20130638 - DC.docx Page 2 Printed: November 05, 2013 Structural Calculations DC -3 Plaza West Roof HVAC Seismic Design Category D Analysis procedure used Equivalent Static Component Anchorage Factors ap RD ID HVAC Equip 2.5 6.0 1.0 • MATERIALS Structural Steel: Plates, Shapes ASTM A36 F = 36 ksi . Light Gauge Steel 18 and 20 Gauge Fy = 33 •ksi - ASTM A1003 ST33H • 16 Gauge and heavier Fy = 50 ksi ASTM A1003 ST5OH Bolts and Screws: Bolts ASTM A307 (typical U.O.N.) Lag Bolts in Wood SAE 3429 Grade 1 Screws - self tapping ASTM A 510 VS Brand Self Drilling /Self Tapping ICC.ER #5617 Hilti Kwik -Pro Self Drilling ICC ER #2196 Wood Framing: Joists, Beams, Plates Douglas Fir #2 and Stringers Sills, Ledgers, Plates, Pressure Treated etc. in contact with • Hem Fir #2 HVAC • • • • • • • File: G: 1Acad201 312 01 3 0638 \Calculations12D130638 - DC.docx Page 3 Printed: November 05, 2013 min 4 6 8 W W W 0 • 1111 0 0 0 0 N t 7c .. r 220' -0" . 4 W W ID I 1 1 1 n ,i, 35 -0" 30' -0" I, 30' -0° j 30' -0" 30' -0" 30' -0" 35' -0" m I • I I I i I ro 1 1 FI 1 ELD VERIFY AS REQUIRED. DRAWINGS. o I I I I i 1 o i • zo � - i • l . G, Z _ I Unit 5 \ I I Unit 8 1 I o Z C 1 N ® co � r - I I I\ , - - —}- - - rn W m REPLACE EXISTING - - �� - F 70 2 UNIT, (1 of 2)TOTAL _r — t - o 3 a in c, = - r - - — .. _ ....1......e__ _ -+---- D 9 VA V 7 REPLACE EXISTING l in — l - UNIT, (2 of 2) TOTAL — — - - } O 0 O O C _ SEE ENLARGED FRAMING . ice/ //i. v m c) < m I PLAN, SHEET M -3 N 1 Z z -5,1 --I Y - ■ - ■ i - /11 - II - ® - 6I - -\— m O SEE ENLARGED FRAMING EXISTING WIDE FLANGE O PLAN, SHEET M-2 BEAMS AND GIRDERS = NOTES: EXISTING ROOF C 1.) CONTRACTOR TO VERIFY EXISTING FRAMING WITH MECHANICAL UNITS CONDITIONS SHOWN AND NOTED PRIOR TO 0 BEGINNING WORK. 2.) WHERE INDICATED ON ENLARGED PLAN, NEW UNITS A ROOF PLAN TO REPLACE EXISTING UNITS. 3.) NEW UNITS TO UTILIZE EXISTING CURBS AND CURB SIZES. 11110 IIM-1 1" = 30' -0" VERIFY CONDITION OF EXISTING CURBS FOR CORROSION, , DAMAGE, OR OTHER VISUALLY APPARENT STRUCTURAL DETERIORATION AND NOTIFY ENGINEER OF SUCH CONDTIONS. 16 m 4.) NEW ADAPTER CURBS TO BE COORDINATED WITH EXISTING s - CURBS AND CONDITIONS PRIOR TO WORK. CONTACT AND . - 1_ aw COORDINATE WITH ENGINEER IF ANY DISCREPANCIES EXIST. • • ■ (E) W14x26 JOIST • • TYP EXISTING CURB • SUPPORT M-6 EXIST1 G MECHANI L UNIT, ' YPICAL (E) 14x26 JOIST TYP • TYP ��a•„ql �� • ��• � • (E) W14x26 JOIST REPLACE EXISTING HVAC UNIT NEW HVAC — UNIT AND ADAPTER TO BEAR ON W14x26 JOIST EXISTING FRAMING ON ALL SIDES (WT. = 1300# — UNIT ONLY) ENLARGED FRAMING PLAN 1/8" = r-0 • CONSULTING P LAZA WEST ROOF HVAC #4 2013083B 11/2013 VT.MK Tc ENGINEERS G I N E E R S 9600 SW OAK STREET a.e TCN • MAIN 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 503.222.4453 vlmk @vlmk.mm M -2 8503.248.9263 www.vlmk.mm ENLARGED FRAMING PLAN MIT O • (E) W14x26 JOIST • TYP EXISTING CURB 1 EXI TING MECHANICAL SUPPORT UNIT, TYPICAL (E) W1 26 JOI T TYP 'r TYP • ��,'i� 0 l n� L _ (E) W14x26 JOIST REPLACE EXIS11NG HVAC UNIT NEW HVAC UNIT AND ADAPTER TO BEAR ON EXISTING FRAMING ON ALL SIDES (WT. = 1300# - UNIT ONLY) . • • C -3 ENLARGED FRAMING PLAN 1/8" = 1' -0 • CONSULTING PLAZA WEST ROOF HVAC #4 20,30638 "'Z°" T � /� a rxo� NO. oAiE ■ i 1 -� 1 =11 ENGINEERS 9600 SW OAK STREET cNe TCN - - _ MAIN aEaun 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 503.222.4453 vlmk@vlmk.com M -3 503.248.9263 www.vI k.com ENLARGED FRAMING PLAN SICE7 NO • NEW HVAC UNIT : BY OTHERS `UI NEW HVAC UNIT .MP' 1E6. ADAPTER .111/ `11 1 ■ 11 11 109 F , Oj EXISTING CURB TYPICAL - SEE PLAN FOR MORE DETAILS i - - - i ►∎■ -- ° - - - - - - - - - i��l _ - 1 1 F � - EXISTING JOIST PER PLAN BEYOND, TYPICAL CD 1 HVAC SUPPORT DETAIL — TYPICAL M -4 in= 1._0" • • z °,°° CONSULTING PLAZA WEST ROO HVAC #4 eae 11,2 013 /� u rwa 63 ova V■ 1 1 1 , ` E N G I N E E R S 9600 SW OAK STREET cNe TCN YFAwa amain 3933 SW Kelly Avenue - Portland • Oregon 97239 -4393 TIGARD, OREGON 503.222.4453 vfmk @vlmk.com IVI -4 503.248.9263 www.vlmk.com HVAC SUPPORT DETAIL - TYPICAL SMUT • NO • UNIT CASING NEW UNIT BASE AND . SECURE ANCHOR TO BASE RAIL UNIT WITH (4) #10 x 1/2" TEK SCREWS -..,..., _ , _ .n .... ... . . . ..... N.. .. . , . ,. SECURE ANCHOR TO CURB I :: WITH (4) #10 x 1/2" TEK " `J C: SCREWS, TYPICAL 16 GAUGE STEEL'CANFAB' ih. NEW HVAC UNIT OR EQUAL ANCHOR, (4)0`4 ADAPTER CURB TOTAL, (1) EACH CORNER �� ON LONG SIDES OF UNIT V XM Ca alk ■r — SECURE NEW HVAC UNIT ADAPTER CURB TO 1 EXISTING CURB WITH MINIMUM #12 TEK SCREWS r AT 12" O.C. AND (2) SCREWS AT CORNER nn ANCHOR PLATES TYPICAL o� 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 11111 ±4" IN FROM CORNER Lq., • Mill 111111 _ GALVANIZED SHEET METAL COUNTER it EXISTING UNIT FLASHING IIIIII MOUNTING CURB lInn EXISTING ROOFING Iii= EXISTING METAL DECK, REMOVE 1 / IN UNDER UNIT AS REQUIRED SHIM AS REQUIRED AT METAL DECK CUT METAL DECK AS 11 REQUIRED FOR STRAP II SUPPORT FRAMING PER PLAN SEE DETAIL AnkFOR STRAP INFO M-6 8 .HVAC MOUNTING DETAIL 1 1/2" = l'-0" • CONSULTING PLAZA WEST ROOF 20130638 11/2013 T � u � reoa Na w� -i 1I =I. I % ENGINEERS 9600 SW OAK STREET CNB TCN . - - • - .: DRAWN WEVCED 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 503.222.4453 vlmk @vlmk.com M -5 503.248.9263 �www.vlmk.com HVAC MOUNTING DETAIL DOXT NO • SAT CORNERS: INSIDE FACE • OF CURB WALL PERPENDICULAR 1 1/2" 3" 3" t 1 1/2" BOTTOM OF EXISTING t BOTTOM PORTION OF ROOF CURB AND TOP ^ EXISTING ROOF CURB OF METAL DECK cN ® ® ® C� 1/4--C 6 ED ED 0 SIDE OF EXISTING w 4 i STEEL ROOF FRAMING w _ i AT CORNERS AND AT MID - LENGTH, (3) • EACH SIDE, (12) TOTAL, PROVIDE 16 MID POINT OF CURB: -•y GAGE METAL PLATE X REQ'D WITH (3) MID - LENGTH OF ROOF FRAMING /CURB #12 SCREWS INTO EXISTING STEEL FRAMING AND INTO EXISTING CURB, (6 I SCREWS EA. PLATE; HARDENED AS REQ'D FOR STEEL FRAMING) 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 -6 1 ° = 1' -0.. CONSULTING PLAZA WEST ROOF P IC „ mv T � 4 u � �� V ■ i l 1 it E N G I N E E R S 9600 SW OAK STREET CNB TCN • MAW am® 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 TIGARD, OREGON 503.222.4453 vfmk @vlmk.com STRAP DETAIL M -6 503248.9263 www.vlmk.com, ,, CALCl1LATIONS (� Design Maps Summary Report lit p: / /geoha . gov /designin /us /summary.php ?template= minima... • i k MUSGS Design Maps Summary Report S -1 User - Specified Input Report Title Plaza West #4 Tue November 5, 2013 18:51:04 UTC Building Code Reference Document ASCE 7 -05 Standard (which utilizes USGS hazard data available in 2002) Site Coordinates 45.44408 °N, 122.77552 °W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category I /II /I1I i: l!' , : 2i' r, I Ii V1, 7 e ,: i .,il . .,.{ � : `;l .i';' 1:1.: tri . ;i i i ; ; �a•. .'h i'I1 .11oa 'IQ; [ 11't' -. -1 I: ',;�i I4 5000100` }�• 'iii !;i'r. `.y.F;I�� ; /', 1 ' l.. a}s' I:�,I �:I'4; }. ±:I ,., rr ..t. . rn • !�. }} di : iLl , . ,,, 1 i elh• a'r, , 1 . ,,, :i'• : rh: •4 : ^' �a. � ( �.:.1]J::. d .f li :, � . , Li4:0 . ti$;•:. - I I ; ' it : .. lY . . 1 ;1b , r ''I .:ff :+, �� �}t' .; 'If �I .e J� I 'll .!I��I:'�' J � 'ITq .., ,:'AUeii t!' rid' "`,,� :,... I . •I . ..:.:, P �iii�l} 'n1::! � s rr ,th,il V Ir I { 11 :, j I ,. 1, I Y I, ,;. • l',., li I ' i ll I II i i irl III { 1 na .il t Fr a I I , 11 i i ' Ill i i I u . 1 ° . , L�,. ll Il t , i I J ,, eav erton� ii - .. i - i + Ilr ti ! ,. I , I ...1:',-.7:1!,4,,i4.;;-- li' I ' ` 1 - 1 Ii i II - r ,+ r r I i t l ii } I li 1 h I I • • I , t ( ,, , II Y A I 7 -ir; 1 t 2,.;;;!.;.-,..;;;;, I,, l+ .. l s ,., Ii I,I 1 ‘7 t lih . ;1P'I' �' I - l• (, r l t I� _ ); - C I ‘ ,,,,,, •';; , i 1 -' ,1 II I 11 �l I •4.,....,•.;'' I! ,r �I 1 i pi 1' l FIT ii '' D ill i 1 ri - I i li .. n ll - I l II 111 217 , A I I p ij. , A , -t , rl I ,Q s. - , ' d ,i.. i.(1.4,!;'; t J I , L i l , ti ,i+O ' f 1 .I I 1 1; I r it 1 i li l il l h l I I , - 11 I r w L ',.I,, 'I ' 0111 li , ' j' m..w lu... • I ,, ii i I I' I j1 I I Irl I r I _ I I i ` :, 11 i I 4 l Il,„,,1 � I 0 1 II I 1 1 l r' 1 I r 1 , h h „ - I Il ' � ,, ' : n 1 i �,I l � f � I ' II }1 i li II •. , I I -, I 1 I - 1 d 11 I j l '� .�2 it r l 4 1 RI l r 1 1 pt to“ t1�� ``1 'j I 1 it r l , 'I Klnt t 11 t lr 0 , , rd , : t or'+ ' i :l I l #`t le 1 1 i W °I I rl ':'04;;;;...,,:'.,'..! 4 I d D-, V 1 I 1 li I l r, r I . . (� T ! 1 .i 1 ,,F.,,,.-: ' ;!,, I 1 . 1 1 1i 0 Ij1 11 1 !∎14 rll 1i li i : +i I , II I , 1 I 1 i l i �I , t l I I V l' lh , , I i . • I 'I f '' t t i , ;!'..•',1.--"!,.'.-,' : r' ' ' 11 ; r , g l1'l l Il 111 qi', u ' t :p.I4i ' I 1 ii ' r I ` t 1 i I . i II 1 II, l I ill III ill' I ylli '' l i I=i Il{l jl li •l , } I l i .,II :P I it I 1 i ' Ir' 1 - { I 1 1 0 1 ' +' ppi jq ma uPSt I , ! 1 . Iualatl n 'I 1 II r 6 j ! u i - I ! 1 I , . „ . p 1 .., ,„0 pQ 1 .. I` ij - .. .,,;',,014.1., „® rnl ih... , ,., ® st nlur vpn.., r., 't. :: r , USGS- Provided Output / S5 = 0.947 g S = 1.062 g Sp = 0.708 g S = 0.340 g 5 141 = 0.585 g Spy = 0.390 g • MCE Response Spectrum Design Response Spectrum 1.10 0.72 0.99 0,64 0.461 0.5G 0.77 • 0.48 Si o.66 pl 11 055 I 6 0.40 I; 0.44 0.32 0.33 0.21 0.22 0.1G 0.11 0.02 • D. OD I I 1 1 I 0.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.00 2.00 0.0D 0.20 0.40 0.00 0.00 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject - matter knowledge. • 1 of 1 11/5 /2013 10:51 AM CONS U LT I N G Pt 503.222.4453 Job Plaza West #4 Y'L - E N G I N E E R S F 503.248.9263 Job No 20130638 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 == E vlmk @vlmk.com Date 11/2013 www.vimk.com v2.01 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. — L 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 Dv / 0 TYPICAL MECHANICAL UNIT 1 Di / .0" F DV F H V Exposure Category [Section 6.5.6.3] • • ;a a tVil..„ulu 1:1 ?, . Kit = i;illll(!(4j ±,Q0((((i�'j Topographic Factor [Figure 6 -4] I = Importance Factor [Table 6 -1] u N,tNpNf't;'91 V = ,Basic Wind Speed 3- Second Gust [Figure 6 -1] B = Horizontal Dimension of Building Measured Normal to the Wind Direction h = (I;;0Oi,ti( Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv Height of Rooftop Structure or Equipment DH = jfjiljljlj7l�i33;•,ft 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] q = 0.00256K [Equation 6 -15] qz = 21.7 psf Velocity Pressure [Equation 6 -15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient, Square Cross Section [Figure 6 -21] Af = 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 = xg ,GC F A r [Equation 6 -28 and Section 6.5.15.1] p = 45.3 psf Design Wind Pressure � E N G I N E R S P• 503.248.9263 Job No 20130638 #4 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 E vlmk @vlmk.com W www.vlmk.com Date 11/2013 v2.20 - Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S Mechanical Unit Anchorage Design - top of 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 = 1j111D, };;;li;j (Assumed) CG Sos = ll;j, Design spectral response acceleration fi 1 ,,, .J,,..,;i,,,�il [Table 13.6 -1 ASCE7 -05] Ycg RP = = i! • i 1il l l li' li6 �::O 0, 1 ` "' [Table 13.6 -1 ASCE7 -05] • 1 2 Ip i I '1 '? Qi f;`! i I ` I Importance Factor z =�, �'. i II (ft) Attach men t height from base of structure h = llit 1521 °lI (ft) Average roof height of structure from base Xeg PLAN VIEW Wind Parameters [ASCE 7 -05 Section 6.5.15.1] P = } (psf) Design wind pressure (psf) HVAC Unit Data T G WP = iJI�l,l,1u:I ��.,. p l;i'' 300'i i i. (Ib) Machine Weight i iil iii� i ^•i i X = 08 ,0;1il1lj (in) Base Dimension . zcg Y = I "li'r' 59'0'1 (in) Base Dimension Z = lfiil!k49! Oi't (in) Height of Unit and Curb 1 _ Xc g = f,l Il,ii. Il1llil'29Nl I (in) Center of Gravity SIDE VIEW i Ycg = R1;i 3,, (in) Center of Gravity Load Combinations: Zcg = i ii ilii ? 3 j (in) Center of Gravity ULTMATE: (0.9- .2SDS)D + E I 0.9D + 1.6W c ANALYSIS ALLOWABLE: Base Shear: (0.6- .14SDS)D + 0..7E I 0.6D + 1.0W Seismic: F 1 = 0.4aPSDS (= 460 lbs. < _ 1 . 6 SosIpWp — 1 7-3 Iles OK Rr lIr ? 0.3S os I 1 , W 1 , =-7s:: ll UK EL:;isc? Sho.:ir, c, . 46U lbs. 1,0E Wind: V, =2170 lbs. 1.6W Controlling Base Shear = 2170. tbs. Wind To (4) Anchors /Corners = 1356 (asd) Wind Anchor Shear (Seismic) ,t 1';lt�;�IRI,.d,r!IJ;J : r Anchor dx dx'^ ciy� dy 'N2 Minirnrirn eccencri icily - g ila,ia Riil �ig f + I. 29.5 S70.25 .3- .L-.I /b.5 :1X = 15.96 Cy -. 3.09 . 7 51 •.f'i 3 :34,3 1176.5 735;? ... 42: 3 20,5 1.370.25 24.7 (510.09 4 58,5 3-122.3 24,7 610.09 Y Direction X Direction 85 573 _ V'..,, = 16,5 V: 4 — 105 • Controlling V„max = 543 lbs. Wind Overturning: • = 339 (asd) Wind h _ - 9342 lb -in, S si srr.+,lia_ I.,0fc" Each Anchor /Corner Mot = 53174 lb -in. Wind 1.6W Mres -x = 29055 lb -Ire.; Seismic: Mres -y = 24352 111-in. P,7rait;rriiic. = 34515 lb -in. Wind • = 28899 lb - in. Wind Net Bolt Tension X Direction Y Direction T„max* = 206 lbs. Wind Tx* = 106 Ty* = 206 = 118 (asd) Wind *negative ( -) values indicate there Is no net uplll Each Anchor /Corner �T ' C 0 N S U L T 1 N G P 503 222 4453 Job Plaza West #4 L M E N G I N E E R S F 5 03. 2 48.9263 Job No 20130638 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 ;--E vimk @vlmk.com ' W www.vlmk.com Date 11/2013 v2.20 - Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet N o. S l • Mechanical Unit Anchorage Design - (ADBTR) curb to (E) curb Based on the 2009 International Building Code and ASCE 7 -05 DESIGN INPUT I X Seismic Parameters [ASCE 7 -05 Section 13.6] • • 3 4 i Site Class =1''D', li (Assumed) CG SOS = iii;'�0`�i708!ili Design SCR Y (c,l g spectral response acceleration AP = } ;': Iii hill [Table 13.6 -1 ASCE7 -05] Ycg s,, RP = l'jjlj }il'6!i0'ijliilliii [Table 13.6 -1 ASCE7 -05] • 1 2 • - Ip = iii } Importance Factor • z =li Ei: r 1 'lll(ft) Attachment height ` 5 2' i 'f,,ll e t e ht from base of structure h = (1l01! §.Ai Average roof height of structure from base Xcg PLAN VIEW • Wind Parameters_ ___ 7 -05 Section 6.5.15.1] P = i;1fsi4 3! (psf) Design wind pressure (psf) HVAC Unit Data T G WP = ]lil;lli}!5351i111; (lb) Machine Weight X = jilj!l ;i188Qljilljl(in) Base Dimension Zcg Y = IIll;liIN9101111(in) Base Dimension Z = Iiii111jlfi',4�Oi l i (in) Height of Unit and Curb 1 Xcg = 1i;1;i�' 9 (in) Center of Gravity SiDE VIEW Ycg = }ljil!3Fi3Il,lij (in) Center of Gravity Load Combinations: Zcg = I!;l1ill35,ili;i}l (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: 0.4ar,sns�r, r z l F a I I 1+2- J = ' it . P _< 1 . 6 S vs I ,, W r = 1739 ii.. 01< , � l P >_ 0.3S psi ,, = 326 lbs. OK 5L'1SC'. Shear, a _ 54:j ibs. 1..OE Wind: V =2835 lbs. 1.6W Controlling Base Shear = 2835 lbs. Wind To (4) Anchors /Corners = 1772 (asd) Wind Anchor Shear (Seismic) Anchor LIY. .L(` 2 c1' ', ,_ I.linin�i.in eccLrl ricit�� !�! � i l ii; � j l l ; liiii;ll iii A ., � .:, ;liliii 11:..;� I 29.5 li;'U.25 34.+3 3.1.76.5 ox ._ 15,98 r,+; 3.0`.•1 2 58.5 3122.3 34...3 1,1./6.5 i'1,:-x -• 1'36131 , 1 -. -16 /6 3 29.5 870.25 21.7 610.09 4 50.5 3422.3 24.7 610 :03 Y Dir,�ct n i, i�.. It „ Direction b.i:;::i :1573. - V = 1136 tr,,, _ :1.20 V - 195 V/, 1. 124. Controlling V„max = 709 lbs. Wind • Overturning: = 443 (asd) Wind islot 191132 lb -in. Se1>✓:n•iic 1.017 Each Anchor /Corner Mot = 90713 lb -in. Wind 1.6W Mres - = 34342 lb-in. ,''+d'i5i laic Mres -y = 26754 ib-in. Se15;rriic = 40754 lb -in. Wind = 34123 lb -in. Wind ' Net Bolt Tension . X Direction Y Direction T„max* = 480 lbs. Wind. Tx* = 284 Ty* = 480 = 288 (asd) Wind "negative ( -) values indicate there Is no net uplii Each Anchor /Corner • CONSULTING Jobe" 974 wF'7 �°cF ../1/4c V L M K E N G I N E E R S client rt704 wF GG Jab No. Ca B �'/�3 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 5 P 503.222.4453 503.248.9263 1111 Dace ��k'/ Sheet No. ^ O ffCV MINI MIMEO Eimmomormineam 1111111111111111/11111111•11111111EM ti- • ;P:• • ) 196 p Ws 25 Psc(9` -14 iJ = 23,3 P! ta, /535 /JO PLC • .Z x - 7FT .. • 1 al+7Pkir RSL.1 6] • 'JS /S '*E 1 10E- dui9rE • • • • • . . s---g . i y H il!i: l' :,:,:ii!,i,i:1:;;. i.i. :!!.!'!!!:!!!Ii..;!!!-!.;•,!;!!',Fil,e•towpo.2.qvqQ,p.q,3,qp,a,t-io1§gT?.ww.pc6:, • 1 „„Hiiii:iiii:id:i.i il:;::Thii:':i .1;111 1.i , ENEPCALCAC,198320i311111d613.631,Var8.13.8i31i; Lid. :# : KW-06002728 - • .:, ••- • - :-, -•::. ;- ::•::, i'....:': I :;.;:' .': ...f. •:..; „:::. '-'-: : • . .,... i :: ...;:-..--: - . - • --- - . • -,;: - ENGINEERS,. Description : (E) W14x26 . , . . . . . .. . .. . . ., . .... .. , . . ... iCCID.E RgFERENCES Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 . Load Combination Set : ASCE 7-051 ' iiiiikiiiiiii , 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(0.116) * D(0.11)3 * * * * * * v * D(0. i )S(0.2375) + * * * + l' MI 1 ' 1.111;1E . 11 / Id 11111131111 li lir lid IMF iintil i ri inillitir MU HIM ill `I 11111111111111111 • .111 1 II it 1 1 , i ,',- 1 -; '1' III 111 . :11111- I !II _ . . ... .. ... . . . . „ . Span = 30.0 ft W14x26 j :2!APPlied.;Loads;!;ilj:i1::■i'.0.:!:':i&,i.i:!!,!!,1.:.'•,:::::.'' Service loads entered. Load Factors will be applied for calculations, Beam self weight calculated and added to loads Uniform Load : D = 0.020, S = 0.0250 ksf, Tributary Width = 9.50 ft, (DL + SC Uniform Load : D = 0.110 Mt, Extent = 7.0-» 14.0 ft, Tributary Width = 1.0 ft, (MECH Uniform Load : D = 0.1160 Mt, Extent = 19.0 -» 26.0 ft, Tributary Width = 1.0 ft, (OTHER MECH 1:051GNIUMAIIARY,i:iiii Design OK .. ,.. ..„,, .• Maximum Bending Stress Ratio = 0.580 :11 Maximum Shear Stress Ratio = 40.108 : 1 Section used for this span W14x26 Section used for this span • - W14x26 Ma : Applied 58.131 k-ft Va : Applied 7.684 k Mn / Omega : Allowable 100.299 k Vn/Omega : Allowable 70.890 k Load Combination +D+5+H Load Combination +D+S+H Location of maximum on span 14.850ft Location of maximum on span 30.000 ft Span /I where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.614 in Ratio = 5861 . Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 .. Max Downward Total Deflection 1.340 in Ratio = 269J Max Upward Total Deflection - 0.000 In Ratio ... 0 <180 !;,MaximuM 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 = 30.00 fl 1 0.313 0.058 31.42 31.42 167.50 100.30 1.00 1.00 4.12 106.34 70.89 Dsgn. L = 30.00 fl 1 0.580 0,108 58.13 58.13 167.50 100.30 1.00 1.00 7.68 106.34 70.89 iY 0,yerall•Maximum• Deflections ?,•!:1nfactorecf:LOadsj! Load Combination Span Max. "-" Dell Location in Span Load Combination Max. "+" Det1 Location in Span D+S 1 1.3397 15.150 0.0000 0.000 VerticatReaCticins1;; UnfactPfeC;:,';i'i'i:i - Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 7.509 7.684 D Only 3.946 4.121 S Only 3.563 3.563 . D+S 7.509 7.684 Unit Report For 12.5T • Project: — Untitled80 10/30/2013 Prepared By: 11:05AM • Unit Parameters Dimensions (ft. in.) & Weight (lb.) •" Unit Modelw.. .._..:....._ ............._..... 48TC13D14A3G5 -6FOGO Unit Length:...._..._..._.._... _._..._.._....._..._... _...._7' 4.125" Unit Size' 14 (12.5 Tons) Unit Width:..._ 4' 11.5" Volts- Phase - Hertz :............................. ... ................._..._.208 -3 -60 Unit Height:..........._....... _..._..._...._..... ......................4' 1,375" Heating Type:._ .......... ...__...._...._...._.._...._... ....._ ••• Total Operating Weight:...._..._..._ 1300 lb Duct Cfg Vertical Supply! Vertical Return Low Heat "' Weights and Dimensions are approximate, Weight does Novation Coils nol 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: ..... .................... ..........................314 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 Al /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 Novatlon® condenser coll(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 -8FOGO 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 1.39 Page 2 of 8 . • • ' • Certified Drawing for 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM 0011,: UXII[D 67, ,un v 1rr.1 a .4 rrpr111 10011rR1 s6+HII.C. ' forFILGUIS 1r ne in1. ao IT rat Ir dl11101 1 Ra IIC ❑(Er31 011111.] I"r Tn �S :-IC. , 11 x 11 6: a DoC • 1. 556 116115 AFF TX II,1-,i D {■CY5IG13 ( .4Rl li.hl .6T -6 Y•Sra1UU YTL rIM1Ci [+_Illr K1 -_1161.111 ,111 I I..1 .1.A II 1 I AEE IX all/ luC 1 -1'AS, 1 UNIT 0010006 COIL IrP[ X 0500110 1811 :0:.4 +1 U1•i .+ERI6twElr. 00,111.041 n 17111:1 2. 6i [[5 0= 41151113: ~ ~. 0 . Selt-914 YCEI1 11 2r1 tta.l 001.11101 5125: 1 .1 Tfe 40 -31I :a1C 01+ ATP] !• ,---•--i A 1 7 [35 16• 1 DTA FIELD FO9CE ;VFW tiOLC 7. DIFTCTICO Cf AIO, f[0A 11411 I 11026! 1 6304 - 00061. 10;1. 01311 Hu 3110001131 IM1 A 12 342 1641 DI: Ma 501001 1.00610'1 Ka/ • 0060/110 E131•JYi31006 -7-- I � I I 11 ?!L• 0511 031 61.7,[ /10153 111.4 2 : -),E 4 1746. 1221 DIA 11010 MM. x10106 I1Yr „ I� CCASY{2E1 HOOD A • CPII0AA!6 •I 1 0 344. 11 X01 COIOEXSAIL DAAia I Ilfa• -11 X11 Gki [001[(1100 1 I 12 1511 CIA 10510 57PPL1 18Ortg0? R i TI 500055 FANG A - lr ,_ I 1. 1 •a i IO13,o313L1 CIIT1731 ,o?��9' 19;51 12�3f3 1X61'•710 •!ilC CNIiT COADFvi(1 aw P.0 M■ 2 {: I1_li WEE N.X.11 UMW: FOR 0';_ 3014 �� a ,1 ° - OIL CAEtvFr.Ci.- .01.05157, - r FI',L,01 1RD,Di(141I! 'XitIASEO EIRE 5x0'11101[ IN 000N :OIL I I � 1 1011.1.11 _131 J(( 51115 11111.1 A:r[55 051113 l i a 'r 1 /D -3,1 i 1 /2' 1 ACC. ire' 122.21 `` I [10211 S I/:' 214 if?' 1:4.21 -_ i = 7!11 1 333/6 r 391 1002,1011 1111631 1 311 Iti 11 _ I SUMP i 19553 1.21. ?l1 Fr I GAS 1 54a' 1,1.11 ' 00 : 1= r---3 r---3 OC' 3 - 1 11�: r A10 'm '7XRV- 191- ?5;1151' 35 0M11146, I I<111r, 11 111 f AI9FIt 1 1G? (1,1A 1505{010 ti 7. 1. e 1 Alt If!71 135_51 1 ;x91 I TXi0 161/5] BACK I I • ow? 1 , 40021 090V 1 3N 9X - FP1 1109 C6 1 1 1 1 .,1.45. 4. � �� 105,(10'641 l fITf5N6. I-- 24 Ill (.. 1 L 1-1 /1 11511 11591 x,701 I _ II -- S•II4 C All 17501 WI P I D 9OL05ATE 2.716 25 t!1 + 5 +3 50030 IPE0155 1731 1II 00 •61 10000 51 12.548 Iv ll'1I c LEE IY,IC41 11110 • • 0 Yi11 00 0x,/011 00117X00'07 R • 100115 PA6EL r06DCO5A71 1 1 4 GOAIr I I I � 1!lit 031. 1500 55000, / 1111 0 60 fr 1E 16 I I 1 ,. I x9.540 1suLITD rCOO +Irl Ale j , - )[ 0125.1 23001 I � CPfIOYAI. 131]7 9ISC0ANfCT 1 I 29251 RUNT _ r � s I IYSIILLFD YmOLE - ` f�^' a 13' i � I i - A 11441 0015151 COUE61EUCE -- 1 I 6 1!! 31 1 1 I COACT - - __ -__= 1 1 6 .511 I '-' 11! I 1� , . i - 3!) I _�ca� o 1- 1-714 I 4• . - 8 • -- }i p 11693 - LC -r-f r , ;A 1 1 u~ r - si , 00 I I Si t/2 I 1611 1- L 8 7 I I 6.1=6 I I- 7 5.344 1151 113101 • Tr, 77 171.3 11.11 I 0!7 I 4 [DA: 191 01 ! 37-7 $ t LEFT ■ID113 fie -U8 - �- [961 1 122791 1 2 1131(1 16.1.1 :10151 rt(t lCr FRONT '1'6 4 f =EIVOX J A1: RICHT 101ST "" 1I'` "` °' 4OTC SINGLE ZONE E1ECIP.ICAL nr 1 or 2 10-04.10 DB -3 °0.10 COOLING III Ill GAS HEAT 1 48114501 441 L Packaged Rooftop Builder 1.39 Page 3 of 8 Certified Drawing for 12.5T Project — Untitled80 10/30/2013 Prepared By: 11:05AM Maim '.O 05 Il.t 1x19 IQPCIT 11S ix( Pt1r111 0 C ASE{ t l I W1Daa 512. 4X11 rQ4449 CC91169 (01110(5 [C119 l TE(RF im„ v....-, . v IG u11taI1: IHI t 1011 IK 11 :4 1 ! 4 :1: 1 1448 .SGI~p�P1u[�m 1 tt H( Nt -4GT H4 al, Y ." 17�tm1 U[t11t 4411 COM HEIGHT... 411101a 161 I[[GRT 111 YEi6H1 co loser 107 I rar C 6. ! I f:.161[9 13:1 alanta t nlna calla ❑�t s Is,ey1 316. 36. Iasi 96. 10(. 36. 11a. (G. 115. 36. t I I �46TC.014 112111 166 C112111 _ 1114 106 297 IJ} Ill 1 11 229 100 111 197 129 IR 17191 34 114 68101 20 104 15141 c.. x114601 C [MIT 4608X1 I5. ILTN LGTI 6(5 RGI AIJ flThm� 606126106. 431C•111 4 4 1161 130 313 1 159 141 1 16 711 56 414 :01 331 315 1151i JI 31 17431 21 178 15561 TOi L 610 646(55161(0. 26456 10143 1RO316:1 1.614 63343!6. RIPS • 4011111 TIRE. 71.91E • 17 1WIF[PJ4L'1111 X:1 - NTCP,y.NIM6LI 191'44 /6109) CORNER A I – —_._ -- CORNER 5 . �f Af(i i l'. n11N1� +��'' • CORNER D I CORNER C t TOP • • _ ___--1 . 1 © 1 H oa — • : : 00v I FRON1 V wit, :.N 1111x51 i 85TC -14 SINGLE ZONE ELECTRICAL ■ "' 7 z 1 10.01 10 08 - 10 j COOLIHC WITH GAS HEAT = 6TN50144, 1 v Packaged Rooftop Builder 1.39 Page 4 of 8 • • . • • Performance Summary For 12.5T Project: - Untitled80 10/30/2013 Prepared By: 11:05AM • Part Number:48TCDD14A3G5 -6FOGO ARI EER• 10.80 LEER:_.._ ._. _ 11.8 Base Unit Dimensions Unit Length . .._.._.,.---.._...____...._.__..-_........__......._...-_......._.,.__......__,._..._..._..._..... ........... ..._................._........_ ....._..._...._.._....._.._88.1 in Unit Width: 59.5 in Unit Height* 49.4 in Operating Weight BaseUnit Weight `:......_..._..._..._..._. ...... _..._..._..._...__.._........_ ................. _..._ .................... .. .................... 167 lb High Static Option* _ 15 lb AI /AI - Al/Cu* -51 lb Enthalpy Economizer w/ Barometric Relief 74 lb 2 Speed Fan Controller (VFD)• 20 lb Accessories Power Exhaust System 75 lb • Total Operating Weight ___...__.._.._ _.._ 1300 lb (•) Base Unit Weight is based on RTPF. Unit Unit Voltage-Phase-Hertz 208 -3 -60 Air Discharge: Vertical Fan Drive Type:_..._.. _. __. -. -- _ _ _ - Belt Actual Airflow 4800 CFM Site Altitude:....._ .............. ...._..._..... ......_..... .._............................ _..._....... _..._....... ........... ...._.._...._..._.,_............ .._..._..._...._........ 0 ft Cooling Performance Condenser Entering Air DB :..............._......................._..._..._..._ ..._...._..._..__..__..._ -._.._ 95.0 F EvaporatorEntering Air DB:__ _......._............_.._..._.._...._....__.._ ......................._.........._......_.. ........_........_...._..._.... ...._..80.0 F Evaporator Entering Air WIEV 67.0 F Entering Alr Enthalpy• _.._..._ 31.44 BTU /lb Evaporator Leaving Air DB :......... ............._..._..- _.- .._.._. _... .. ....._...._..._ ............._... ._..._._.._..._.,......_...._.� 60.0 F Evaporator Leaving Air WB• 57.3 F Evaporator Leaving Air Enthalpy:..._.._..._.._.._...._..._..._.._..._.....__.._..._..._..._ ............................ __.._........._........._.._... _....24.59 BTU /lb Gross Cooling Capacity 148.00 MBH Gross Sensible Capacity 103.80 MBH Compressor Power Input _... _..._..._...._..._..._...._..._ . ._:.._..._.._..._._...._.._.._. .._...__.._..._..._.._...10.20 kW Coil Bypass Factor: 0.245 Heating Performance Heating Airflow .4800 CFM Entering Air Temp 70.0 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* 0.75 in wg Options 1 Accessories Static Pressure Economizer 0.30 in wg 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 1.39 Page 5 of 8 OPTIONS: I eWCMKMIIA. O TOtERUICTa PER AIM 111.16q A EVElONS MATERIAL: 1Bga. GAL STEEL REV. DESCRIPTION I DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: Tag: . 1 RTIML DRAWING 1 623/2036 1" DUCT INSULATION (R VALUE 3.85) 2 UPDATED TOP RRACEE I 1 /29/I I 00 GASKET PROVIDED WITH CURB 1 112" ADDED TO EXISTING CURB 0.D. I Approval: SUPPLY AIRS -+ 1-.- 17 9116' ' ��' I 1 ~ FTYP RETURN AIR —��4 y` 1 331/4' 36 im • I EXISTING CURB LAYOUT INSULATED 77 314 � L COVER i 751/2' i I I / SUPPLY + 41 15116' -- .1 ' I - 70 7116' ) 56 12' I I I 36 11!16' RETURN I 24 1/2 i + 1 1 1 2174' —.--1 — 2 114' - 70 314' I-. 81 3/4' ../ I I 53 7116' ? 15' J 1 78114' ' 7115116• ! r CURS W[.e.e CM APPROVALS CATE u 235.12 a esa.,elers 1 -4010 -4005 CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO '- We6neR day. OOade109,20 34:3693 PM !Yrae -T CUB IMO auae au 2I w� CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT Nm rss ar oroomos / ' ' 1 T ELK RIVER, t ?le0TTLER NW LF. wN ss33o CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. . NO TE A ITNAIIr ou6SnoNS C.Dl 67391 -7I96 =.• �^.d 2. i FAK RACK IF PPAWD16 t6 Mt AS IS pa.. W j $ _ (763 1 4010 -1005 391.7841 tiro 124 I ..ar• I or 3 . •