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• 2T Project: -Untitled70 10/05/2012 Prepared By: 08:55AM • 2T • • Tag Cover Sheet • Unit Report • Certified Drawing - Performance Report Spec. Sheet Unit Feature Sheet CITY OF TIGARD • Approved .... ................ [ �� Conditionally Approved.... [ See Letter to: Follow Attached Permit N , ber. A. • vL r . 'ilWW! 1 By /� L * Date: Ed �� • . Approved plans shall be on job site. OFFICE COPY Packaged Rooftop Builder 1.30 Page 1 of 6 • • • • • Unit Report For 2T Project: -Untitled70 10/05/2012 Prepared By: 08:55AM • Unit Parameters Dimensions (ft. in.) & Weight (lb.) "' Unit Model' • 48ES- A240403 Unit Length 4' 0.1875" Unit Size 24 (2 Tons) Unit Width• 2' 8.625" Volts- Phase -Hertz' 208 -1 -60 Unit Height 3' 4" Heating Type' Gas "' Weights and Dimensions are approximate. Weight does not include roof Duct Cfg• • Vertical Supply / Vertical Return curbs, unit packaging, field installed accessories or factory 40,000 Btuh • • installed options. Approximate dimensions are provided primarily for Standard Unit shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Total Operating Weight' 311 lb • Warranty Information 1 year warranty on parts 5 year warranty on compressor • • 5 year warranty on heat exchanger • No optional warranties were selected. NOTE: Please see Warranty Catalog 500 -089 for explanation of:policies and ordering methods. Ordering Information Part Number Description Quantity 48ES- A240403 Rooftop Unit . 1 Base Unit • Accessories • • CP,HSTART002A00 Compressor Hard Start Kit • 1 CPCRKHTR008A00 240V Crankcase Heater 1 • • • • • • • • • Packaged Rooftop Builder 1.30 Page 2 of 6 •• • • • • • . • Certified Drawing for 2T Project: -Untitled70 10/05/2012 Prepared By: 08:55AM __ __ . . " ": ::!, T.1=7;;;d1sTl lg",21P ■ ,....? C c:ili:I (8 i ; r ;;;;-,• " 2 0 Luc rit:.- DA,1114 ..... ,o 4F V MIER 3 688/111 IN/qm Th11 c zjm cs FT 1. 1411 HETT IN/H4 I 3 2 48E31 /1118241040/06C130 N8/230.1-60 1 304 1137 8140 '/8 1019 22-13/16 579.4 '5 5/16 388.9 , 5-11/161 398.5 , --- 1-15/16 21.3/16 9.15/16 48161./N1A301040/06C113/5,0 208/236-1. 208/73:.3-6: I 309 1140.0 42-1/8 1073 . 22-'.3/15 579.4 15.5/16 3.10 9 t,5-13/161401.6 , -- 1252.41 1547 71 1252.41 48 208/230- 238/230 1 319 144 6 46.1/8 1 - 22.13/16 5194 '5.5/16 388.9 ' 16-5/8 ; 4.22.3 1377.11 ....-- 4SE51 /N1A361060/09C160 mhlIS 460 3-60 ,,, 1 333 .150 9 46-1/8 1 21 '.3116 5/9 4 '5-5/16 388.9i 16.5/8 422 3 8 * VO.TAGF CURER DUNI LO/K0 RECURS) CLEM'S= TO COIMUSTILE 10-471- 1E9. ._ El WNW/. IP' SLPPL f El 48ESc-/NiA24,04 218123? 456 23. 63 8 2/060/33 '7' . 27 6 9 '41.4.136. 1'4i 3 2; 03 plI. ., INCHES Emu) '4 1355.61 48551.11118301040/061113/510 203/230 46.3 2'.3 6'.8 28.: 94.6 42...138. 1 .i51. 4g • . • : • . . :• . ..:. . ::. . 2 U 19614 FACIC Z0.9,04.41.3116.6,5? 9 [ L s----11;pu.,m CLEAR/ ,,.. , . 3 11,A36(062/093113/5/0 208/23C 47 0 2 ' 160 4 21. 63 1 63 8 28.3 95 6 43.41191 6,50 6 ETICT CF LNII . . . 0 10 CI , 481S•/ 13 6.A 1690 .. •••• •••• •••• •• • •• •• •• • ••• • . .. . . ,.aiE 519 .,/ . • ' , 04 / ,..4 „..''.;---;--:-._.■'-' WC REDURED Ma I 1W4 5 . 1 1g 0 1 8;8113 /14111511tNi g "" 1 0 hO 1 P , /t . ; E I C .,g= 0 ,, OR c , ..1. RY 1.1.ED /1. 9516. FORE1 OW SIN . . . _fifilff rhig1441 . 1 - ) . . :::::: :97:07.:::= F ,t:.7 .i6i . ..... 42 E1066.8; I 3 .. . . .4: ::::::: 111,1 AD) BLOCK 01 COLC1F7( m4,16 AND 01 RECURS] CLEARANCE FM CPERAMIN All) SERVERCI I- 1 AN 1& In ......... ,4v ! .1 16t11 OUIO CCR COIL ,111 '',4.14■-n....*:/.0I (VAR. COIL ACCESS SIDE . . INCHES 1uul . I- PO2ER (91R3 SIDE. . ....... 42 11066.81 .. . .. . .. . ..... ,ExCE FOR NEC RE051RE16761 SIDE 08 05.11 OLCii ... .. .. .. . .. . ..36 1914 C: ri * n :. 1152.811/3408 41 DUCT .6971. . '2 1334 81. • .811/3408 5:5:81(15 IF CHIT IS P..ACED LESS 4141, 12 1304 81 , 60 ,4 14,L INDOOR C011 SI5'Em.1I.E4 S1S PERFORmAnCE 04180 CO9PRO8ISED TOP VIEW UTOCOR C:IL 010061045 II. II ARE In um * • r• 31-11 1715.51 1 125./1 - I - - --- - .114 - - - 7 5.8, - . ‘1. I i -- . C.- --= . - . . . 1 I 1 : 1111111111111 1.1/8' 12861 DIA i 0 I ' I .. POD 1. IA WRY I I • 1 1111111111111 1. . • .1 . ,i -- --,----. - , . I • 7/8' 127.21 (IA H0(1 1 • . ' -- - - - COVIROL I3IR1 .-- • % : • . . 1 1123.81 t . • , • . -- 1 • • I CG h E L 15-7/8 \ SUM, REIM 1 I . I . • /N 1T1 1.15/16 1 I --- ' MINS . CPEN1T5 _ . • % 1506 41 , 5.5 , 8 3.5/8 ._____\._. 176V .7. i ( "" 1 03416 ' 1 197.'1 • • .. • , .--. - ' .----•'' 6-9/16 ....., rfo-,-- C7 0 _ iI 1258 81 r---1 . E °':( CRAIN WILE! -7 - - : COMPRESSOR--/ -81011 I _ .1 1-------3 • 3/4' 119.01 U.P.I. - 12 13/16 -• - PIAIL ... .,. ..., PAVEL 1 13r6-- - .2' 112. • X 7/8' 127.01 DEEP 1325 41 - ((((IF/C L 146.0: I CAS (6111 3 , /le - L. I ACCESS PANEL 11724 DI 2 , /16 -- - 3/1f . 181.31 48.3/16 152 41 L._ 1250 8: 14.81 --.j 9-7/8 1828. 1 1 1;; -..--- A :3/16 LEFT SIDE VIEW FRONT VIEW (122 21 RIGHT SIDE VIEW REAR VIEW ,", SMFCILIS err SIIIGLL 1014 [UGRIC COOLING 01111 OAS RE1 ISM) 48ES5CO214 01/24/09 3. 0 Packaged Rooftop Builder 1.30 Page 3 of 6 Performance Summary For 2T Project: — Untitled70 10/05/2012 Prepared By: 08:55AM Part Number:48ES- A240403 • ARI SEER 13.20 Base Unit Dimensions Unit Length 48.2 in Unit Width 32.6 in Unit Height 40.0 in Total Operating Weight 311 lb Unit Unit Voltage-Phase-Hertz 208 -1 -60 Air Discharge Vertical Fan Drive Type Direct Actual Airflow 971 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• 62.4 F Evaporator Leaving Air WB• 59.5 F Evaporator Leaving Air Enthalpy 26.04 BTU /lb Net Cooling Capacity 23.59 MBH Net Sensible Capacity 18.46 MBH Total Unit Power Input 2.12 kW Coil Bypass Factor 0.114 Heating Performance Heating Airflow 971 CFM Entering Air Temp 70.0 F Leaving Air Temp 100.5 F Gas Input Capacity* 40.0 MBH Gas Heating Capacity 32.00 MBH Temperature Rise 30.5 F Supply Fan External Static Pressure 0.50 in wg Options / Accessories Static Pressure Wet Coil 0.04 in wg Total External Static 0.54 in wg Fan RPM • 1050 Fan Power 0.31 BHP Fan Motor Size, hp 1/2 NOTE High Motor Speed, Vert Electrical Data Minimum Voltage 187 Maximum Voltage 253 Compressor RLA• 12.8 Compressor LRA• 58.3 • Outdoor Fan FLA (ea) 1.2 Indoor Fan Motor FLA 4.1 Power Supply MCA 21.3 Power Supply MOCP (Fuse or HACR)• 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder 1.30 Page 4 of 6 • • . Performance Summary For 2T - Project: -Untitled70 10/05/2012 • . Prepared By: 08:55AM Sound Rating • - • - " - 76.0 db - - - Sound Power Levels, db re 10E -12 Watts • Discharge Inlet Outdoor 63 Hz NA NA NA • 125 Hz - NA NA 66.0 250 Hz . NA NA 66.0 • 500 Hz NA NA 70.5 1000 Hz • ' • NA NA 71.5 2000 Hz NA NA 67.5 4000 Hz • • NA •. NA 62.5 8000 Hz - • NA NA 58.5 . Advanced Acoustics. Advanced Accoustics Parameters © i if - 1'. Unit height above ground - 30.0 ft INN 2. Horizontal distance from unit to receiver 50.0 ft • . _ c..1 c 3. Receiver height above ground• • 5.7 ft z' ,: 4. Height of obstruction• 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 0 �o 6. Horizontal distance from unit to obstruction 0.0 ft O Detailed Acoustics Information • Octave Band Center Frequency,.Hz . 63 125 250 500 1k 2k 4k 8k Overall 1. Sound Power Levels at Unit's Acoustic Center, Lw 0.0 66.0 66.0 70.5 71.5 67.5 62.5 58.5 76.2 Lw 2. A-Weighted Sound Power Levels at Unit's Acoustic LwA 49.9 57.4 67.3 71:5 68.7 63.5 57.4 74.8 LwA • 26.2 3. Sound Pressure Levels.at Specific Distance from Unit, Lp 0.0 33.6 33.6 38.1 39.1. 35.1 30.1 26.1 43.8 Lp 4. A- Weighted Sound Pressure Levels at Specific Distance from Uriit, LpA, - 17.5 25.0 34.9 39.1 36.3 31.1 25.0 42.4 LpA .• 26.2 Calculation methods 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. • Packaged Rooftop Builder 1.30 Page 5 of 6 Unit Feature Sheet for 2T Project: - Untitled70 10/05/2012 Prepared By: 08:55AM . • There is no Certified Drawing available for this tag • • Packaged Rooftop Builder 1.30 Page 6 of 6 . • ■ • • - OPTIONS: DIMENSIONED AND tOLERENCED PER UmnAweIoZ REVISIONS • • • MATERIAL: 18ga. GAL STEEL • REV. DESCRIPTION DATE • APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: • Tag: • 1 . INmAL DWG 09/08/2012 .. GKF ' 1" 1 -1 /2LB DUCT INSULATION (R VALUE 3.85) 24GA RETURN - 24GA SUPPLY Approval: RETURN AIR GASKET PROVIDED WITH CURB � 1 1 AD TO EXISTING CURB D.D. '` C URB ADAPTER PIER HAS 2 COFIGU S ONE , MUST BE CHOSEN PRIOR TO FABRICATION • SUPPLY AIR 3313 /,6" f 13/4" EXISTING CURB LAYOUT 721' HAS 2'CONFIGURATIONS f-- 1t'4" PLEASE CHOOSE ONE.FROM BELOW } (3D DRAWING DEPICTS LARGE) ' • .. .. 17 5/8" . • • L ... • INSULATED 49 3/8 43 1/4" 4 7 1/8 " 41 COVER 25 2112" -- • " ' ' 17 7/8" F • 2 17" � L ._ 2 3i1/16 _ �{ t 2 1/4" 1 12 1/4" • • _ 2 RETURN SUPPLY 22" RETURN SUPPLY • i • 63 12" 60 12" LARGE • SMALL • 46 1/16" 1 30 5/8" • i 55 } J • 1 F 16 ., R/S - WILL BE COVERED W /24GA MATERIAL & NEEDS TO B E CUT OUT BY INSTALLER UNLESS R/S DUCT OPENINGS I 50 7/8" � T 33" ARE PROVIDED TO CDI - • I' 65" I • CURB MEANT Il93.1 APPROVAL/ DATE RRE 1-4665-4021L CURB SHOWN IS CDI STANDARD CONFIGURATION 156 DDrNares • • CDI RESERVES THE RIGHT TO CHANGE LAYOUT �- MOnday. January 31.2011 IS:29:41 AM QUOTE #: • . WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A 'V[IIIFYeASTING CURB OU • 17660 TYLER ST NW . DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED :NOTWEFANVGars RETURN OPENINGE • " CDI ELK RNER.MN68330 t-0665 4021L PRIOR TO PLACING AN ORDER. 'CALLWITHANY QUESTIONS l.1/1 (763)391.760 E^• . . 'FAX HACK IF DRAWING IS OK AS IS w - ®B (763)391.7661 - scut 1:25 I R.m: 1 w 3 1 - . o-o 522g' CONSULTING 503.22.4453 ENGINEERS 503.2413.9263 vlmk @vlmk.com 3933,SW Kelly Avenue • Portland • OR • 97239 -4393 www.vlmk.com • STRUCTURAL CALCULATIONS for SCHOLLS FERRY BUSINEES PARK • - • BUILDING 'P' - HVAC • • 10100 SW Nimbus Ave Portland, FOR 97223 - • for Reitmeier Mechanical ATTN: Ryan Campbell 19570 SW 90 Court Tualatin, OR 97062 . " p PR rt ,.(# tt cGoN q 95 .y" O l► C: 5P EXPIRES: 8 / 30 / 20 Id J Prepared By: Stephen Stenberg, E.I.T. VLMK Job Number: 20120536 • October 11, 2012 I Structural Engineering•Civil Engineering•Industrlal Engineering•Planning• Studies /Evaluations•Entillement VLMK Consulting Engineers. Inc- • • • • . Structural: Calculations DC -1 Scholls Ferry Business Park - Building 'P' HVAC • '1 • ! .Scholls Ferry Business Park ' Building 'P' - HVAC 10100 SW Nimbus Portland, OR • VLMK JOB NO. 20120536 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT • • . • TABLE OF CONTENTS • Design Outline andCriteria • DC -1 • thru DC -2 • . Cover Letter • • Aerial and Curb /Unit Attachments Details S -1 thru S -5 Structural Calculations C -1 thru C -8 Reference Sheets Only R -1 thru R -6 DESCRIPTION OF.STRUCTURAL••SYSTEM • • . The 'Scholls Ferry Business Park - Building HVAC' project. consists of the replacement ' of an existing-mechanical unit on the facility located at 10100 SW Nimbus, Portland OR . • 'This package includes structural calculations verifying the adequacy of the existing roof framing to accommodate the relocation of the unit, as well-as details for the attachment • of the unit to' resist wind and seismic forces • • • • • ** *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: 1Aced20121201205361Celalatlons1201205536 - DC.doa Page 1 Printed: October 11. 2012 • • • • • • • Structural Calculations DC -2 Scholls Ferry Business Park - Building 'P' HVAC - - - DESIGN CRITERIA - -- - - - - -- - CODES: 2010 Oregon Structural Specialty Code • (Based on 2009 International Building Code) . DESIGN LOADS: Live Loads:-. Roof Snow Load . Flat Roof Snow Load, P 25.0 psf Dead Loads: . Roof (Building 'P') • Roofing (existing and future) 3.0 psf Insulation 1.5 psf • Sheathing•(5 /8" plywood) 1.8 psf ,Sub- purlins (2x4 at 24 ") 0.7 psf Joists (4x144'8'-0" O.C.) 1.5 psf •Girders • 1.5 psf Mechanical and Electrical 1.0 psf Miscellaneous 1.5 psf Total Roof Load 12.5 psf Mechanical Unit: Existing Unit (Model 48- KLAl24) - See R -6 325 lbs New 2 -Ton Unit (Model 48ES- A240403). 311 lbs Adapter Curb 156 lbs • Existing Curb (Assumed) . • 75 lbs - • Total New. Unit Load 542 lbs • • • Wind: Basic Wind Speed (3- second gust) 95 mph Wind Importance Factor, I I = 1.0 Occupancy Category . II Wind Exposure B Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations S = 94:3% S = 34.0% Site Class D Spectral Response Coefficients Sd = 70.6% Shc = 39.0% Seismic Design Category D • Component Anchorage Factors an R I HVAC Equip 2.5 6.0 1.0 Fila G :IArad20121201205361Calculatlmu 120140536 - DC.dca Ped: October 11.2012 Page 2 rim P !I com V L M K T P • • 3933 SW Kelly Avenue • Portland • Oregon 97239.4393- w www.vlmkcom October 11,2012 Ryan Campbell • Reitmeier Mechanical 19570. SW 90 Court Tualatin, OR 97062 Re: Scholls Ferry Building Park Building `P' - HVAC • _ 10100 SW Portland; OR • Dear Ryan, As requested, we have reviewed the existing roof structure for the replacement of the-HVAC unit on the above mentioned building. The existing unit weighed approximately 400Ibs, and the new replacement unit weighs a maximum of N542Ibs. Based on our review of the existing roof, the structure will be adequate to support the replacement HVAC unit. Also included in this package are calculations and details for attachment of the new HVAC unit to resist wind and seismic loads. Please contact me with any questions. Sincerely, • VLMK Consulting Engineers • Jason C. Sahlin, P.E., S.E., LEED AP Principal Attachments: Plan, Detail, Calculations, and HVAC Cut Sheets Structural Engineering•Clvil Engineering• Industrial Engineering•Planning•StudleslEvaivatlons•Entitlement G:\Acad2012\ 20120536 \Correspondence\20120536 VLf`1K Letter.Doc i . ! 1 ■ 1 �.. 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BLDG 'P' - HVAC 2 36 10 2 1 % ENGINEERS 10100 SW NIMBUS AVE SMS JCS 3933 SW Kelly Avenue •Portland •Oregon 97239 - 4393 PORTLAND, OR 97223 Il L hnk@ v` ENLARGED FRAMING PLAN S -3 .ar io • IMP • /ft VAC UNIT AND CURB ` BY OTHERS • \ \ \ \\ • RAMING PER PLAN, TYPICAL IMPSON 'HUS48' FACE MOUNT HANGER, TYPICAL \ \ \ \ \t EXISTING PURUN BEYOND, TYPICAL. • % / / /1 /A . XISTING GLULAM GIRDER , • NOTE: ONLY PROVIDE ADDITIONAL FRAMING IF EXISTING HVAC UNIT IS SUPPORTED SOLELY BY 2x4 SUB — PURUNS AT 24" O.C. HVAC SUPPORT DETAIL 1" = 10" T /� CONSULTING SCHOLLS FERRY B.P. BLDG 'P' - HVAC 2 1112 5 2 6 - , 11412' 01 • 11412 i . l� i ENGINEERS 10100 SW NIMBUS AVE SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223 50327L4453 �rlmk @rtrnlu9m HVAC SUPPORT DETAIL S -4 503248.9263 wrvw.vlmkaxn ,a, 4 • • • • UNIT CASING • NIT BASE AND BASE RAIL SECURE ANCHOR TO • UNIT WITH (4). #10 x 1/2" TEK . SCREWS SECURE ANCHOR TO CURB WITH (4) #10 x 1/2" TEK , SCREWS, TYPICAL 16. GAUGE STEEL 'CANFAB' HVAC UNIT ADAPTER CURB, OR EQUAL ANCHOR, (4) CONFIGURATION VARIES TOTAL, (1) EACH CORNER ON LONG SIDES OF UNIT , . SECURE HVAC UNIT ADAPTER CURB TO EXISTING, CURB WITH MINIMUM • (4)-' #10 x 1/2" TEK SCREWS EACH CORNER AND AT 12" O.C. AT SIDES, TYPICAL ii EXISTING UNIT "■1 MOUNTING CURB lam (APPROX 14" HEIGHT) EXISTING ROOF SHEATHING EXISTING ROOFING -, "" VERIFY THAT EXISTING- CURB IS FASTENED TO .. EXISTING SUPPORT: FRAMING WITH A . #14 .SCREW EXISTING FRAMING MINIMUM AT EACH. - CORNER AND AT 24" .O.C., • PER PLAN EACH SIDE. IF ANCHORAGE DOES .NOT EXIST, PROVIDE SIMPSON.'LTP4' OR 'A35' CLIPS AT EACH CORNER AND 'AT 48" O:C. EACH SIDE FROM .THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING HVAC CURB DETAIL 1 1/2. = 1' -0d V T f M — CONSULTING SCHOLLS FERRY B.P. 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' VLMK Job �G Ho , c S GIP. 13,a6. t '' Nrr4c ENGINEERS mer. 1 crew HECK J,,,,,,,,,„. l�oaossG e r s . . 393 SW Kelly Avenue • Portland • Oregon 97239 -4393 aze O / Z • P__5 .503.246.9263 - ® am - -- -- -- - l - - -- Sheeo No. G -2 i rxrsrs'b hap FPA^+s. -)6 ,�n+Ai -YES (c,„„4.) •C/ Li Vx IN of is: 3 eNta I A nzNuS 6 r�af.0 AI y 1 4 W , lZ.o ehAF (L' = 44 "c x 451.. ° 2r.0 Pst (1 . ? piF ao . - . sy Tara :. 8' -o„ / • Z .: z >o '� N wt F 09(19 • . nor ' . e zo, . . 1S.. . ,a: -Pr • (IS2 t Ib ` sx - p�Fp p - r' -i 12087 � i > - 1 06 •:/ 3 (isov ) (t /C) ' !4813 ursc VALge '''''11 F,6 la i Jot. „'� s Acr.ai /o ?. y,:� �' IoZ.y.;, a • bo , - 3 -S . % o.,s smess.E'o i s ° (r) Yxiy y s o4 • CONSULTING �� Sc Hoes B. P. Gig,. 'P ' - �l��t R , 1-(cy. .: E N G I N E E R S O ©^� J ob No. 3933 SW • Kelly Avenue •- •Portland • Oregon 9 723 9 -43 93 Zo�Zo By Sr - , 5 L-S P- -503- :2-2.2:4453 -- -- •- - 503:246.- 926 -3 ®- -.. • • • /davF fAAA/ sir s1" t3 C 1 S *W* / X 2 , G<�s • 'NOV PNF V - 1 • • ZoAP5. — • r • f " v - )2.sps. (?2,5 ' ) 28!_2- • k W s►, -- . 2 d i .bF • (22 . S') : TG 2 pt r- 35 }r , = Soo (AssuNED ) 71e276 7x. - ' evw S • • • (see �s1.!}rt1 .G- Y • • r 6Y PMEw: tO OCT 2512. 9. : F1k: G: Wead20121201205361CaIn0 :e�£: ° : WOOd Beam : : ' . : . .. ;.::: :::: ... ....:........:..: ..: .::. _ _ - . � ' .. , . � : , ., ` : ENERCALC, arC; 99321)1 . 1:81dd•6:126:12�Ver.8.12.612 Lic. # : KW- 06002728 Licensee : VLMK CONSULTING ENGINEERS Description : 51I& x 2T GLB CODE REFERENCES . Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7 -05 Load Combination Set : 2006 IBC & ASCE 7 -05 Material Properties Analysis Method : Allowable Stress Design Fb - Tension 2400 psi E: Modulus of Elasticity Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 1850 psi Ebend -xx 1800 ksi Fc - Prll 1650 psi Eminbend - xx 930 ksi Wood Species : DF/DF Fc - Perp 650 psi Ebend- yy 1600 ksl Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 830 ksi Ft 1100 psi Density 32.21 poi Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D(0.5) (E )cx ' ' D(0.5424/ D(0.28125) IS(0.5625) + i VI r I i , _ - _ -te i ri_-- - - -..` - _._. - - = --. - -- - - --_ -_ •y - -- �t� _ 5.125x27 Span = 34.50 ft • Applied Loads ; s =_ =_ - _ • - ;. Service loads entered- Load Factors will be applied for calculations. Uniform Load : D = 0.01250, S = 0.0250 ksf, Tributary Width = 22.50 ft, (Dead, Snow • Point load : 0 =0.50 k (off 17.50 ft, (Erdst) Point Load : D = 0.5420 k R 31.0 tt. (New; i S •$ Ok DESIGN SUMMARY = - ;.. ;`.;:: - :: ; . :: :: `- ' Maximum Bending Stress Ratio = 1.041: 1 Maximum Shear Stress Ratio = 0.477 : 1 Section used for this span 5.125x27 Section used for this span 5.125x27 lb : Actual = 2,520.15psi fv : Actual = 145.29 psi FB : Allowable = 2,421.76psi Fv : Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D +S+H Location of maximum on span = 17.423ft Location of maximum on span = 32.258 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L4 Deflection 1.194 in Ratio = 346 <360 Max Upward L +Lr +S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 1.857 In RE106 = 222 Max Upward Total Deflection 0.000 In Ratio = 0 <180 Maximum Forms & Streises for Load Combi Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C r Cm et C L M lb Fb V fv Fv 40 0.877 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 34.50 ft 1 0.479 0.226 0.90D 0.877 1.000 1.000 1.000 1.000 47.09 907.51 1895.29 4.96 53.78 238.50 4046•H 0.877 1.00) 1.000 1.000 1.000 0.00 0.00 0.00 0.00 • Length = 34.50 ft 1 1.041 0.477 1.150 0.877 1.000 1.000 1.000 1.000 130.77 2,520.15 2421.76 13.40 145.29 304.75 4040.750E+0.750S4H 0.877 '1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length= 34.50 ft 1 0.874 0.402 1.150 0.877 1.000 1.000 1.000 1.000 109.85 2,116.99 2421.76 11.29 122.42 304.75 4040.750L40.750S40.750W+H 0.817 1.000 1.000 1.000 1.000 0.0 0.00 0.00 D.00 Length =34.50 ft 1 0.628 0.289 1.600 0.877 1.000 1.000 1.000 1.000 109.85 2,116.99 3369.40 11.29 122.42 424.00 4040.750L40.750S40.5250E41 0.877 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 34.50 ft 1 0.628 0.289 1.600 0.877 1.000 1.000 1.000 1.000 109.85 2,116.99 3369.40 11.29 122.42 424.00 G -s I par t0 416AM • z._._ _._ , : _.:.. :::::� :' : ENERCALc. wc19834011;e ,alta:tas.la,uers.lY:6ai Lic, f; : KW- 06002728 Licensee : VLMK CONSULTING ENGINEERS Description : 5 118' x 27' GLB Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. •• Dell Location in Span Load Combination Max. ' +' Deb Location in Span D+6 1 1.8569 17.423 0.0000 O.00 Vertical Reactions - Unfactored Support notation : Far left Is #1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 14.856 15.295 D Only 5.153 5.592 S Only 9.703 9.703 D- PS 14.856 15.295 • i Scholls Ferry Business Park Building 'P' - HVAC Job No: 20120536 _ . _ . .._ _ _._. _ _ _ _ Designer:. SMS Date: 10/12 Conterminous 48 States • 2003 NEHRP Seismic Design Provisions Latitude = 45.447197 Longitude = - 122..78958300000001 Spectral Response Accelerations Ss and 51 Ss and 51= Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period `Sa (sec) (g) 0.2 0.943 (Ss, Site Class B) ,1.0 (51, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.447197 Longitude = - 122.78958300000001 Spectral Response Accelerations SMs and SM1 SMs = FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.123 ,Fv = 1.721 . Period Sa (sec) (g) . 0.2 1.058 (SMs, Site Class D) 1.0 0.584 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.447197 Longitude = - 122.78958300000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa =1.123 ,Fv =1.721 Period Sa • (sec) (g) 0.2 0.706 (SDs, Site Class 0) 1.0 0.390 (SD1, Site Class D) • CONSULTING 503.222.4453 Job Scholls Ferry Bldg 'P' E N G I N E E R S 503.248.9263 Job No. 20120536 3933 SW Kelly Avenue Portland • Oregon 97239 -4393 vlmk @vlmk.com Date 10/12 www.vimk.com v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C - 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 D, ,/i / 441.01 �' TYPICAL MECHANICAL UNIT 441.01 / F Dv Dv H V g Exposure Category [Section 6.5.6.3] K = =_ 1=:00 Topographic Factor [Figure 6 -4] I = =-_=100 Importance Factor [Table 6 -1] V = 95 =mpP Basic Wind Speed 3- Second Gust [Figure 6 -1] B = °=:`200 €:O0 - Ell Horizontal Dimension of Building Measured Normal to the Wind Direction • h = _ 20 =r Ab=1 Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = ti :4c50-:fit=' Height of Rooftop Structure or Equipment DH = 4QQ_Ft Width of Rooftop Structure or Equipment H = 24.50 ft Height to Top of Structure or Equipment C = 7.0 3- Second Gust -Speed Power Law Exponent [Table 6 -2] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6 -2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6 -3] Kd = 0.90 Wind Directionality Factor [Table 6 -4] q = 0.00256K [Equation 6 -15] qz = 14.6 psf Velocity Pressure [Equation 6 -15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6 -21] Af = 18.0 sf Area of Structure Normal to the Wind Direction Bh = 4000.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F = xq GC,A, [Equation 6 -28 and Section 6.5.15.1] p = 30.6 psf Design Wind Pressure F = 551.4 lb Design Wind Force Job V I. M K E N G I N E E R S F 503.248.9263 Job No. 2012101536rry Bldg 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 L vlmk @vlmk.com Date 10/12 ati' www.vlmk.com v2.10 - Software Copyright 2010 Vuuc Consulting Engineers. All Rights Reserved. Sheet No. C -S Mechanical Unit Anchorage Design Based on the 2009 International Building Code and ASCE 7 -05 I X I DESIGN INPUT Seismic Parameters [ASCE 7 -05 Section 13.6] • 3 CG 4 . - Site Class = =:_:_D; -:: (Assumed) Sos == 0:706_:: Design spectral response acceleration '*cR Y . � Ap ='- _ 5: ` [Table 13.6 -1 ASCE7 -05] Ycg RP = =' 6 5 . [Table 13.6 -1 ASCE7 -05) • i 2 • - Ip =;!-x-_0',;5 Importance Factor z = r.:3Vr (ft) Attachment height from base of structure x I h = =30- (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7 -05 Section 6.5.15.1] P = 30:6:` =. (psf) Design wind pressure (psf) • MVAC Unit Data ( +/ -) �DG Wp = ; A3 1 .1y (lb) Machine Weight �`t'}- j X = _48.2= � (In) Base Dimension zc Y = y6 a (in) Base Dimension ' ' Z = =40:;0`:1, (in) Height of Unit and Curb SIDE VIEW Xcg = - 23: (in) Center of Gravity ' Ycg = :1515> (in) Center of Gravity Zcg = 16 O (in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E /1.4 or W) ASD Base Shear Seismic 0.4a S W F,, = R ^ ( 101 lbs. <_ 1.6S pWP = 351 lbs. OK p D 0•3S p W p = 66 lbs. OK Base Shear, V„ = 101 lbs. Wind Fw„ = 655.5 lbs. Controlling Base Shear = 656 lbs. Wind = 410 (asd) Wind Anchor Shear (Seismic) Anchor dx dx ^2 dy dy ^2 Minimum eccentricity =_ _590 1 23 529 15.5 240.25 ex = 2.25 ey = 1.575 2 25.2 635.04 15.5 240.25 Mx -x = 228 My -y = 159.6 3 23 529 17.1 292.41 4 25.2 635.04 17.1 292.41 Y Direction X Direction 2328.1 1065.3 V1,3 = 28 V1 = 28 V2 = 28 V3.4 = 28 V „max = 164 lbs. Overturning = 102 (asd) Mot = 1621 lb -in. seismic Each Anchor /Corner Mot = 13110 lb -In. wind Mres -x = 6437.7 lb -in. Mres -y = 4338.5 lb -In. Net Bolt Tension X Direction Y Direction ;max* = 135 lbs. Tx* = 69 Ty* = 135 = 81 (asd) 'negative ( -) values indicate there Is no net uplift Each Anchor /Comer Unit Report For 2T Project: - Untitled70 10/05/2012 ' Prepared By: 08:55AM - FOR- REFERENCE •ORLY _ . - - - - - _ Unit Parameters Dimensions (ft. in.) & Weight (lb.)'" Unit Model:. 48ES- A240403 Unit Length:.__..... __..._ _._ _ _.._.__.._....__.. .4' 0.1875" Unit Size' _124 (2 Tons) Unit Width: ...._____. ..__...--- .._._..._- .-- -_ -_ 2' 8.625" • Volts-Phase-Hertz:. _208-1-60 Unit Height. ___— ..._..___...._....._.. �._._ 4" Heating Type_ ___...____...___:......___.___. Gas "' Weights and Dimensions are approximate. Weight does not include roof - Duct Cfg:__..__....__...Vertical Supply l Vertical Return curbs. urdt packaging, field installed accessories or factory 40,000 Btuh installed options. Approximate dimensions are provided primarily for Standard Unit shipping purposes. For exact dimensions and weights. refer to appropriate product data catalog. Total Operating Weight:..__.._ _....__...__..__ 311 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heal exchanger • No optional warranties were selected. V • NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. • Ordering Information • Part Number Description Quantity 48ES- A240403 Rooftop Unit 1 Base Unit Accessories . CPHSTART002A00 • • • Compressor•Hard Start Kit V 1 • CPCRKHTR008A00 _240V Crankcase Heater 1 • • • Packaged Rooftop Builder 1.30 Page 2 of 6 • • • • • ..Certified Drawing for 2T . ' • • . - . Project: - Untitled70 10/05/2012 ' Prepared By: 08:55AM • . �9 • =m CY LLD . r e . DPL u:1 nn Lty INq 11 .f[ .In ¢ L1I11[1Iy1 u d 1bIL1T 1r 1121 8 147111: n 777.'1 I • III . A an 1 tgi Mf 1 9 01 I R 117 11 rO " TALI 119 7047 111 tD.l mot 7047 111I wo tl CAOA IC6 11!11 Idi rl3 r11t pf ' f1:llMf a u.10 f 11.807 84!78!7 04[87 rl.Kr 11 ltl.WgYl' rlpu4 tW:Pl. {111T -• -_ _ - - -- ILIEI31041 U411 or. 0011 9(1001 19141 CIIIL4 OF 0149111 1420 _- ___- 21147671211711C7 le 46 •A' •r r. 1 . 1863141)4/4104)3040110 2002237.1 -45 - 101 117.0 19.1!0 1019 22.17116 511.4 15.5116 781_1 11.11119 390.1 1.15 /I4 71•/114 1•15714 -- • 10I51•/R14301040I050113/510 20040307. 205/233.3.66 300 110. 0'1..116 1010 - mrrrn -511. r-rp , 301.1 tl 101.1 1252.41 1341.11 1204.41 10051•Ie0A301003/0101r32610 200 /030.1, 2002230.3.00 315 144.1 10 -110 I 1110 12.17116 559:0 13.5111 301.1 te- Ill 1 22.3 1.1214 -- 48251.211143610641010100 160 -1.00 313 150.5 l .iibJ 1112 - 22.4/1! $10.4 10-5416 178.f 14. 5 , 6 42 3 187.11 Imummo • i • * AIR - -- - fOAxr1E16xr 10/1.6 W111 ( .IX rAtl �' --- I Bi® t1L1041L61 m 0110151!! IOKan. 7•!21 Q 11110x11 14x711 lust- 2Y1421f0137 01 - 2001: 0 1 . 0 70.1 40.0:1.6 01.1 41:1100.2 • IrA 4411 14ERFS IYS),:I IN.91� © IDI'Or 111111 . .... .. .. .... . . y _ 18[ • . 1_11__ ... _..._... I0001•/Y141 61466/0 /0 401131S1J 7003110 1 01111 10 2043110 1 1,e 21.1 t .0 21.0 61.9 20.0 92.0 12.1 1 .F 7C0.1 021[ lrp40911 ('I OU 1' .• f 0 1914 10.001 446 9 70.9 9S.ii1.1 111.0 }.{ OOx 00 O4I.1 OD/0YLL : I 02118 it I 46161.21114364040204060 . 400 41.0 21.1 43,9 20.9 04. 4)5 116.6 52.9 1140 x44[1.• . .1 191 4.41 • 6100[1 .r= \ 1 { rY, wrpl. 1 0 . /31 % `�:: Alx AEC LELIFED UMIN 5 - 1} - 13 0401.6) I OIL011/3. .9. ' y� \ \ '. . 601110 1 , mnn A l` 1 401.{ 5073 RLLCM6Cl 108 AIL 1111001 1951411(0 140 11 00 • � ��� \ u' h `! � 'u ' � . 1 I I UYI13 PD11E0 ►0147 4.06 12 ( 004. 01 • ' I IIILI!L', ; II Icl', 111043 1900 RODOY17L11 - UnIT ND 4110[814.010 5 06151 S runt LID[ .IOC. It 19u.01 -- III O ` 1 Ii AID 060:4 (4C9R0CDtrl YALIB 410 0701• • • I 1 I " ,0 ,,0);)1' I' • 690 �• :- • 600110010 0 3411 ASG, 470 1 0'x1117 SIPL.. ... .. ..; ti 1104.13) tj� ❑ 18 3 11 7 .. . ;� \ n�I •.. ¢ % /3 /' : 101.01 RECLAIM Fm 661- 11111 AID SERV= 110x13 IYMI 0614400 C011. � \� �, / � - _ Eva. COIL 600161 1 0 0 0 3 0 1114.0) `I ,�V J I /131111 WIC 110014141.1141 1211.21 110► /.01 J �'I 0011 100 10 © SID[ C240511( 80017. .. . . .. ... .. . .. .. .. 31 1411 37 © L, 05110 /ARIL 1' 1104.41• 1112.13 • 1110061 COIL ' • .51511511 014144413:12 1141 19 961700 LESS 11-4 10 1304.61 1094. 6 466 . TOP YEW • ilia/ toll ,1848 519049 PERFDiYAYCL YA14L LOOPP87111D. 0161031000 IY Ii ARE 14 40 L" 31.1319 ^' .. 41 ••• •- _ 1.132 1198.3 1 11113 DI 111/.33 127.61 '7t-xr 1.1.2....,-er.---.e 1.---4.----- s� _ "tilt J - --- • • ' 1.118. 170 11 014. L 0 i • 4 Pc•LI W71. U1ii1iii ���Il�ll llllllli • 9- - . - _ L8 122.01 PI4 MOLE . 111 1 . > man.. Ent. \ 3 • •A' 1.718 � 112 I.v1 1 -{"/ 1-} 1 sur4u 1110118 . 1 • C4 D 1 • - L 15.710 C 4022 1 _ 0 197.21 0x1111116 00(4090 n f IV 15115 p 1706.41 # - I 1 • .. ' r !•538 ' p \ 14•./ '7• 1} • r • . - -: I u r.n . k .: \ `' .1x s1 I u9L.57 S _ -r r 9:= � f I I Q �7 �� i ' i � �� L=7d 1111 t G 6 i ` - - 114111 071111- I common-- e�algi • ��\'' I 1 /l. 111.61 11.8.1. �. 12.132!6 1 349[1 W I•t 3316 ` 1'L' It2.711.r. t. • e 718. 130 01 6108 1!2311 . ^- .11. - .R AY11 1101/141 L AC:1)3 ►6011 l /{,01 I 443 7x1111 1. -� -- 16x•11 32 SIb - 14.3214 -- �52�1I I 1 3.4 • 18 :8.11 11223.01 .. ^ I ^ ( 0 l ^_ 1 1 1141.31 -^ 125G 41 04 1 }nt FF - • L EFT SIDE YEW FRONT Y�1 1122 ' RIGHT SIDE VIEW REAR YEW an LOIIri1ta1 III -- _- _ -__- -_ 01/24109 I • I SIHGI[ I011[ [l[CIkIC COOLING 111111 GAS REHEAT (Stll 4[[550021 a I 3. 0 . Padcaged Rooftop Builder 1.30 Page 3 of 6 • I R-� � � Performance ����K � ONLY ^ ~^^`~^^^^^~ Summary For 2T ''��"^-""""=�'"-�------ ~^~~^ 10D5/2012 .Pmpamed By: 08:55AM Part Number:48ES-A240403 AR/ SEER. --'_-_ A 3.20 Base Unit Dimensions Unit - __' - ___------ --_------ --- -_--_---''__ - _----__--'------'----- 48'2 in Unit Width -------_ '----'---_'----__------'_--_-_'- 32'6 in Unit Height _----'_--___--'_''----_---'--'-_------------'-- in Total Operating Weight _________ &HPb Unit Unit Voltage-Phase-Hertz ' -- _-'_-_ --' - _'--_ - ___'--'-----_ - _ - 2W8-140 Air Discharge: -'-'_-'----Vwrticml Fan Drive Type: -_--_-_--_----.--_-_-'-------------__- Actual Airflow ------_-----_ -_--_---_'--__�----_�--'-_-----'_-_-_'--'--_' 971 CFM Site Altitude '-------_----' 0 ft Cooling Performance Condenser Entering AirDB:. -_-' --'_-'----- --_'--_'_ _----_' _ '95.0 F Evaporator Entering Air O8 F Evaporator Entering Air WB .67.0 Entering Air Enthalpy. BTU/lb Evaporator Leaving Air DB:_ 624 F Evaporator Leaving m,~B:--- '--�-_ ----_' - __ - ---'_'--- _ - ' - _ .5e.5 F Evaporator Leaving Air Eotha| BTU/lb Net Cooling _------__ 23.59 MBH Net Sensible Capacity '--'_-_-- --_'_ - '_------__�'--'--___ -18.46 MBH Total Unit Power Input. ---- _ _ ---_____----. - _ - _' - _--------__--_---------'_ 2'12 kW Coil Bypass Foctor-----_�__'- --'_ --' --'--__ .0.114 Heating Performance Heating Airflow __---__--_--_--_'_---_ CFM • Entering Air Temp -_---'-_'-_-_ 70x0 F Leaving Air Temp 5 F Gas Input Cm 0 MBH Gas Heating Capacity:. --- --_ - ' - '--__--------- -32.Q0 MBH Temperature Rise -_'_____30.5 F Supply Fan External Static Pressure:._ __ _---_--'--_' _ 0'50 inwg Options I Accessories Static Pressure Wet Coil '---'--' -- ------ _--_ 04 lnwg Total External Static _____' 0.54 in wg Fan RPM' - __---_-- ---'----------------- --- '-- 1050 Fan Pomec_-'_''_-_-_-__'_--- '-13'31 BHP Fan Motor Size, hp: 112 NOTE: _--_---'__'---_�_- -----' _'--'__----- Motor Speed, Vert Electrical Data Minimum Voltage: -__-_-_-__-_ -- _ Cmmpremmormu�� ------'--------' _'__----_---- Compressor LpW��--_�-_-'--'--_--_-_---- - --'--'---'------- Outdoor Fan FbA (ea):. _1.2 Indoor Fan Motor FLA 4.1 Power Supply MCA ----'_-__--_ 21_3 Power Supply MOCP (Fuse nvHAC0): ---_'-_._-_ _'_---' - _ - __'_----__ - _--_ - _ 30 Control Panel SCCR: MS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder 1.30 Page 4 of 6 I R - ' I • Performance Summary For 2T Project -Unt FFEREiE ONLY 10105,2012 Prepared BY : t, . [ n '4 a r !� 08:55AM Sound Rating -- - - - - - -. • .- - 76:0 db - - - - -. - Sound Power Levels, db re 10E -12 Watts - Discharge Inlet Outdoor • . 63 Hz NA NA NA • 125 Hz NA NA 66.0 • 250 Hz NA NA 66.0 500 Hz NA NA 70.5 1000 Hz NA NA 71.5 2000 Hz NA NA 67.5 4000 Hz NA NA 62.5 ' 8000 Hz NA NA 58.5 Advanced Acoustics Advanced Accoustics Parameters 0 ii . r C 1. Unit heightabove ground:_ _...___ _.__ .____ ..__._._.30.0 ft . ,.:__ - , ' 2. Horizontal 'distance from unit to receiver. . -...__ ...50.0 . -..._...50.0 . ft i ` • - • - • 3. Receiver height above ground: _5.7 ft -r • l 4. Height of. obstruction:._ _..... R s ' ` • ' " ' ` 4 ✓i % l! 5. Horizont distance from obstruction to recelver:___0.0 ft - Q . o op . 6. Horizontal distance from unit to obstruction:.___...__.0.0 ft 0 \I Detailed Acoustics Information Octave Band Center Frequency, Hz 63 125 250 500 1k 2k . 4k 18k Overall • 1. Sound Power Levels at Units Acoustic Center, Lw 0.0 66.0 66.0 70.5 71.5 67.5 62.5 58.5 76.2 Lw 2. A- Weighted Sound. Power Levels at Unit's Acoustic Center, LwA • -.. 49.9 57.4 67.3 71.5 68 :7 63.5 57.4 74.8 LwA . 26.2 3: Sound Pressure Levels at Specific. Distance from Unit, 'Lp • . 0.0 33 :6 33.6 38.1 39.1 35.1 30.1 26.1 43.8 Lp 4. A- Weighted Sound Pressure Levels at Specific Distance from Unit, LpA - 17.5 25.0 34.9 39.1 36.3 31.1 25.0 42.4 LpA • • . . . - .. 26.2 - : . • . 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. Packaged Rooftop Builder 1.30 Page 5 of 6 • • • • OPTIONS: mMaar ® iaameeorm nKanusiwr - 11e10SloN3 MATERIAL: 180. GAL STEEL esv. DESCKIPIION DATE CU • INSULATED PANELS (WHERE REQUIRED! Attn: Tag: INIOAI DWG OfJ66/2012 { CU 1" 1 -11218 DUCT INSULATION' (R VALUE 3.861 . 240A RETURN - T 240A SUPPLY Approval: , RETURN NR'= • GASKET PROVIDED WITH CURS 1 1 ADDED TO EXISTING CURB O.D. • �� ' WADAPTERTIA6 QQORATIONS ONE __ MUMUST _BE.CHOSEN.PRIORJRJOYAERICASIQN__ n. PLY NR 4 .___. 9913/16' • 1 3H' EXISTING CURB LAYOUT � I"" 12 1/4• . ' HAS 2 CONFIGURATIONS _t__1114. _L PLEASE CHOOSE ONE FROM BELOW - 1 (3D DRAWING DEPICTS LARGE) i 916 11----. INSULATED 43.1!4' • COVER 47118• a i•- - -!- 2611/16' -.- - 21 12 -- 23 11116' •-• 17 718' I 21N' -D. r . r r I f 21/4' _ ' -r r - r • r r 23112' RETURN SUPPLY 22' RE TU RN SUPPLY 63 12' 00112' LARGE SMALL ' 481116' • ---�{ J 30 618• •---- ( tl6 wca 1,T. _ __ , ' WS WILL BE COVERED WI24GA MATERIAL 8 NEEDS . r • 3' TO BE CUT OUT BY INSTALLER UNLESS R!S DUCT OPENINGS I -- I-.. 50 TB• ..1.1 .. . ARE PROVIDED TO CDI II - • - • y • •• Dolmas rus ° �" 1- 4665.4021L' CURB SHOWN IS CDI STANDARD CONFIGURATION . CDI RESERVES THE RIGHT TO CHANGE LAYOUT 74 :4 , ---.“-• m md„y. January 31.2011 1,19A; NA QUOTE #: WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A 'vmn�on3 110•LI m w ..Q„ m DWANO,,: -- DIFFERENT CONFIGURATION COI MUST BE NOTIFIED ' F'B TAND ore '" �°� UN N RIVER. 61N 5 w s3o PRIOR TO PLACING AN ORDER. xi 61IIH ONE6nDN8 H ANOEt uN.�7" C DI UN � Twn 1. 4665 40211 �AK RACK IF DRAWING 19 OK AO IS ;M. I •0Q - (1671361.7661 N.. 1:25 I rem 1 s 3 70 • PR REFERENCE ONLY I R_le • Dimensions PLUGGED ACCESS • EW PONAraR AIRFLOW F FAR REFRI�RANr .°.'�' H . . CAP PRES 000EtfDSES ' - CONDENSER A IRFLOW ' • CONDUSTLM 451 INLET BOX `tom '� _ � .'.:;' . warm_ A CCESS <. � 2w z >: ■ -r 1 DOOR I F ' - f:'•8T RAWER -} DOOR 1-o f * 110m66 14 • ".� I MET VOLTAGE ,-.`,.-..--• — __ .tL _ ` ` T 1 • i I 3s C 1-q} E �� • • 3� ore MODELS a MPT *NOT ON MODELS THROUGH `„y f t t1 DRAIN • ' 1361100024 THROUGH 030. L r • ii 1 j CS / N to,,:Av III I aril' B • � t p► 4, � . I ... Ill 1111 !11111 I HU ' t 4 ...... ' T '""'O IIIf181111111111 111111111111( FORKLIFT i !f18111�i11111 (1111111 H 1 SLOrS ilmfl fIIII m1111 • KHA024 KHA136 KLA14B ;11111 Ill 1111 U • MODEL 48- KLA118 KLA130 KHA036 KNA048 'IIU I MI A '; MPT DRAIN KIAl24 KHA030 KLA142 . KLA16O CONN KLA138 KNA042 KHA060 mrf�t� Dimensions x`46 6i (f -In.) __I I M 1 C N A 4. 5% 4. 5% 5- 5% 8- 0% B 2- 6% 3- 4% 3- 8% 3. 8% VIEW AA C 3- 2% 3- 5% 3.10% 4- 6% D 1-4 1 -7 2-0 2.8 E 1-4 1 -4 i- 1% 1- 1 CLEARANCES (ft -in.) .6 F 0. 7% 0. 8% 0- 8% 0- 8% • Above flue vent 3 -0 G 0.11% 0-10% 0.10% 0-11% Due aide of unit 0-6 H 1- 3 1- 3'h 1- 8%A 1- 8% Side opposite ducts 2.8 J 1 -10% 2. 0% Blower access penal side 2 -6 K 0- 1% 0- 131 0- 1% 0- 1% Side opposite blower access panel 2 -6 L 0- 1% 0- 116 14 1 -3 Bottom of unit • 0 • M 0- 4'4r 0 - 6'tir 0- 81( 0- B'•fs NOTE Provision must be made for fresh ambi en: a irto reach the outdoor coil N 1.10 2-4 2-4 24 without recirculation of the elr from the outdoor fan discharge. • WEIGHT DATA CORNER WT ) TOTAL TOTAL MODEL 48 CO t m OPERATING SHIPPING A B C D WT (Ib) INT (1121 ...4• -i KLA118 . 82 . 79 . 79 81 . 330 D -C ALAI 24 83 '81 • 79 82 335 KHA024 ' 96 94 91 94 385 KLA130 97 83 90 92 372 382 . KHA030 97 83 91 94 375 385 1 • 14( :, KLA136 98 87 92 93 380 390 KHA36 122 120 116 117 475 485 i KNA096 122 120 116 117 475 485 KLA142 108 105 102 105 420 430 • KHA042 113 111 107 106 440 450 KLA148 130 135 137 133 535 545 KHA048 134 139 144 138 555 565 KLA160 148 144 138 144 676 585 KHA080 155 151 148 151 805 • 815 A - —•'e 986 6 .