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Specifications (2) RECEIVED MAY - 5 2011 CITY OF TIGARD STRUCTURAL CALCULATION SING DIVISION FOR STERLING COMMUNICATOIN S PACIFIC CORPORATION CENTER BUILDING 9 #233 TIGARD, OR 97224 -- ROOF SUPPORTED MECHANICAL UNITS -- \5 , 03) PRo,re o 12,187 y OUST TIGARD • ` Approved . .... .1.���.t:���.11- [ L]/ ..... W A Conditionally Approved [ ] OR E oN ', See Letter to: Follow [ ] , '04 5 X9 0" � � Attached 6'4 � � Permit Nu b- r 4 — +' ` 44 E . N ORS Ad • s: V • ' 4 A 4aL el1I A''i By: i lCii i 0 Date: 1 EXPIRES: 12 / 31 / Ile I OFFICE COPY Contents Details A - B D1 - D2 • Gravity Calculations G1 - G4 Lateral Calculations L1 Contact Person: John E Nordling, PE Enclosures El - E5 NORDLING Proj. No.: 11-096 STERLING COMMUNICATIONS STRUCTURAL HVAC UPGRADE ENGINEERS, LLC ALLIANT SYSTEMS, LLc 6775 SW 111th. Suite 200 - Beaverton OR. 97008 Date: APR 2011 By: JEN Sheet No.: COVER r d , 0 T ® ® @ -® ® A o II i, �, 7 o f r o , ( ` ) _ ,, . 1 0 • 0 I r i ' i t t.. S rib,, CLi,.F MEN 0,%.- 'r*' r i S <.,4,..; C.,R� Q ED PROF4 .314 1 •147.-∎ `.3.-r( — 1uJC7 p.%- L5,7 f '\ 0 NG i N6$. � /a Cva.b wwt. , .,,t - t'15.- 145 c�, 1 ,187 1 . l is NI U2.4 artre q.Y►K /pti-: .a 80.5. GI' 1-a° %c1 ' ORE •N . Ark F . NORO EXPIRES: 12I31 / NORDLING Pro;. No.: 11 -096 0---11 STRUCTURAL STERLING COMMUNICATIONS UPGRADE ENGINEERS, LLC ALLIANT SYSTEMS, LLC 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2011 • By: JEN Sheet No.: f1 Gc. 04 61,1..o;_i'z 'L,-l. c- 4i itca. . - P, - I - A TT A c urs,i Lt t To sOPIN4 Nii s n-so le .,wu^;'.s,Z. - _ _ Afircri.4,A ant K 'Ce Csst.$ W , t°11 5%.071140-4, 'Ct€ V2 Pc11. S I?i, °J 10 , ) N<-16c Ca-5 ..sue— Gc. ( 4 ._ 141 u e S CO o'er. 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Suite 200 Beaverton OR, 9700S Date: APR 2011 • By JEN Sheet No.: Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 Date: 04127111 Page: .MULTI-SPAN TIMBER BEAM DESIGN STERLING COMMUNICATIONS - HVAC UPGRADE A -(TL) B -(TL) C -(TL) C -ITL) GENERAL DATA - 1 2 3 4 All Spans Simple Support ?? : YES Spans Length ft : 7.50 6.50 7.50 7.50 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 3.500 Beam Depth in : 5.50 5.50 5.50 7.25 CALCULATED VALUES -OK- -OK- No Good! -OK- F'b- Modified Allow. psi : 1345.5 1345.5 1345.5 1345.5 fb - Actual. psi : 1171.5 808.1 1633.7 940.2 F'v- Modified Allow. psi : 207.0 207.0 207.0 207.0 fv (actual) * 1.5 psi : 49.7 48.6 58.2 43.5 Moment @ Left k -in : 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k -in : 20.7 14.3 28.8 28.8 X-Dist ft : 3.75 3.25 3.75 3.75 Shears: Left k : 0.69 0.73 0.78 0.78 Right k : -0.69 -0.73 -0.78 -0.78 Reaction @ Left DL k : 0.19 0.24 0.34 0.34 LL k : 0.51 0.49 0.44 0.44 Total k : 0.69 0.73 0.78 0.78 Reaction @ Right DL k : 0.19 0.24 0.34 0.34 LL k : 0.51 0.49 0.44 0.44 - Total k : 0.69 0.73 0.78 0.78 Max. Defl. @ Mid Span in : -0.203 -0.116 -0.264 0.115 X -Dist ft : 3.75 3.25 3.75 3.75 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1170.0 1170.0 1170.0 1170.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1600 1600 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL plf : 50.0 75.0 25.0 25.0 LL plf : 75.0 150.0 50.0 50.0 Point DL # : 500.00 500.00 LL # : 450.00 500.00 500.00 X -Dist. ft : 3.75 3.75 3.75 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear >;< : 0.69 0.73 0.78 0.78 Moment k -in : 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 Cat V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 Date: 04127111 Page: ,MULTI - SPAN TIMBER BEAM DESIGN STERLING COMMUNICATIONS - HVAC UPGRADE D./EXIST) D- (MECH) D- (COMB) E- (EXIST) E- (MECH) E- (COMB) GENERAL DATA - 1 2 3 5 6 7 All Spans Simple Support ?? : YES Spans Length ft : 24.25 24.25 24.25 24.25 24.25 24.25 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 2.500 2.500 2.500 2.500 2.500 2.500 Beam Depth in : 16.50 16.50 16.50 16.50 16.50 16.50 CALCULATED VALUES - OK- -OK- -OK. -OK. .0K. -OK- F'b- Modified Allow. psi : 2442.0 2442.0 2442.0 2442.0 2442.0 2442.0 fb - Actual. psi : 2138.4 111.1 2205.6 2138.4 207.3 2337.9 F'v-Modified Allow. psi : 189.8 189.8 189.8 189.8 189.8 189.8 fv (actual) * 1.5 psi : 106.7 9.6 116.3 106.7 21.4 128.1 Moment @ Left kin : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k -in : 242.6 12.6 250.2 242.6 23.5 265.2 X -Dist ft : 12.12 4.04 11.96 12.12 17.62 12.12 Shears: Left k : 3.33 0.26 3.60 3.33 0.59 3.92 Right k : -3.33 -0.05 -3.39 -3.33 -0.30 .3.64 Reaction @ Left DL k : 0.91 0.00 0.91 0.91 0.00 0.91 LL k : 2.42 0.26 2.69 2.42 0.59 3.01 Total k : 3.33 0.26 3.60 3.33 0.59 3.92 Reaction @ Right DL k : 0.91 0.00 0.91 0.91 0.00 0.91 LL k : 2.42 0.05 2.48 2.42 0.30 2.73 Total k : 3.33 0.05 3.39 3.33 0.30 3.64 Max. Defl. @ Mid Span in : .1.270 -0.047 -1.316 .1.270 .0.134 -1.404 X -Dist ft : 12.12 10.51 12.12 12.12 11.96 12.12 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fv:Basic Allowable psi : 165.0 165.0 165.0 165.0 165.0 165.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform DL plf : 75.0 0.0 75.0 75.0 0.0 75.0 LL plf : 200.0 0.0 200.0 200.0 0.0 200.0 Point DL # : LL # : 315.00 315.00 575.00 575.00 X -Dist. ft : 4.00 4.00 3.00 3.00 Point DL # : LL # : 315.00 315.00 X-Dist. ft : 17.75 17.75 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 3.33 0.26 3.60 3.33 0.59 3.92 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 G3 V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 Date: 04127111 Page: .MULTI -SPAN TIMBER BEAM DESIGN STERLING COMMUNICATIONS - HVAC UPGRADE F- (EXIST) F- (MECH) F- (COMB) G- (EXIST) G- (MECH) 9- (COMB) GENERAL DATA - 1 2 3 - 5 6 7- All Spans Simple Support ?? : YES Spans Length ft : 24.25 24.25 24.25 24.25 24.25 24.25 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 2.500 2.500 2.500 2.500 2.500 2.500 Beam Depth in : 16.50 16.50 16.50 16.50 16.50 16.50 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 2442.0 2442.0 2442.0 2442.0 2442.0 2442.0 fb - Actual. psi : 2138.4 44.1 2164.9 2138.4 82.0 2217.1 F'v- Modified Allow. psi : 189.8 189.8 189.8 189.8 189.8 189.8 fv (actual) ' 1.5 psi : 106.7 3.8 110.5 106.7 8.4 115.1 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k -in : 242.6 5.0 245.6 242.6 9.3 251.5 X -Dist ft : 12.12 4.04 12.12 12.12 17.62 12.12 Shears: Left k : 3.33 0.10 3.44 3.33 0.23 3.57 Right k : -3.33 -0.02 -3.35 -3.33 -0.12 -3.45 Reaction @ Left DL k : 0.91 0.00 0.91 0.91 0.00 0.91 LL k : 2.42 0.10 2.53 2.42 0.23 2.66 Total k : 3.33 0.10 3.44 3.33 0.23 3.57 Reaction @ Right DL k : 0.91 0.00 0.91 0.91 0.00 0.91 LL k : 2.42 0.02 2.45 2.42 0.12 2.54 - Total k : 3.33 0.02 3.35 3.33 0.12 3.45 Max. Defl. @ Mid Span in : -1.270 -0.019 -1.288 -1.270 -0.053 -1.323 X -Dist ft : 12.12 10.51 12.12 12.12 12.12 12.12 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fv:Basic Allowable psi : 165.0 165.0 165.0 165.0 165.0 165.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform DL plf : 75.0 0.0 75.0 75.0 0.0 75.0 LL plf : 200.0 0.0 200.0 200.0 0.0 200.0 Point DL # : LL # : 125.00 125.00 225.00 225.00 X -Dist. ft : 4.00 4.00 3.00 3.00 Point DL # : LL # : 125.00 125.00 X -Dist. ft : 17.75 17.75 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 3.33 0.10 3.44 3.33 0.23 3.57 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 4 V4.4B2 (c) 1983.95 ENERCALC Bruce W. Kenny, KW060914SL-A USGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 45° 24' 4423" N Ss and S1 Mapped Spectral Acceleration Values 122° 44' 52.88" W 14945 SW Sequoia Pkwy. Tigard. OR97224 Ground Motion Ss 0.940 Si 0.337 Occupancy Category II Site Coefficients Fa 1.12 Site Class 1.73 Importance Factor 1.0 Height of Structure 20.0 ft SMS Fa * Ss 1.057 SMI * Si 0.582 Design Category (SDC) D SDS (2/3) SMS 0.704 SDI (2/3) SMI 0.388 Air Side HVAC Eq = 0.271W + 0.2 SDS W ap 2.50 R 6.00 W : Weight of Unit Fp= 0.4 a • S o s ' I p / 1 +2• — W �s�t z R h� � C.r1\4 z= 20.0 ft ASD 2` 2i FP = 0.35 WP -> * 0.7 0.247 z = 23.0 ft 4 .. (kA FP = 0.39 WP -> * 0.7 0.271 FP MIN 0.3 SDS IPWP t = 0.211 WP -> * 0.7 0.148 FP MAX = 1.6 SDS IP WP N00I040 w1/ = 1.13 WP - >* 0.7 0.789 I utn —� ►� L y t70.,i.:1)(. 600 '(= b 0.44 t A(Ipa) —%A (,L)/4.. t^-• "Pt tai l 5 0 �- 2s - 35 0 ' o* —roes c.. — 4. 0-- C.r,..a 114 r I - J . 1tc.ss (run\L* °'l l.a T i ""A. t' Lll tr`� - , a �R .+• ltis�c., j 61,4. - SLI'Lcw c.�2 To (Zaog 2.� s- .1. 2s - 31S ' 1'So -r► NORDLING Proj. No.: 11 -096 STRUCTURAL STERLING COMMUNICATIONS H C UPGRADE � �� _ ENGINEERS, LLC ALLIANT SYSTEMS, LLC 6775 SW 1 11th. Suite 200 • Beaverton OR, 97008 Date: APR 2011 By: JEN Sheet No.: L t Unit Report For 12.5T COOL Project: Anderson 04/08/2011 • Pre•ared B : 02:11PM Unit Parameters Dimensions (ft. in.) & Weight (lb.) '** Unit Model: 50TC- D14A2A6 -0A0A0 Unit Length: 7' 4.125" Unit Size: 14 (12.5 Tons) Unit Width: 4' 11.5" Volts-Phase-Hertz - Unit Height: 4' 1.375" Heating Type: . None Base Unit Weight:. 1030 lb Duct Cfg: Vertical Supply / Vertical Return '-' Weights and Dimensions are approximate. Weigh tT'd25'Tiat include roof Two -Stage Compressor Models curbs, unit packaging, field installed accessories or factory installed options. Approximate dimensions are provided primarily for stripping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Unit Configuration Medium Static Option Al /Cu - Al /Cu Electro- mechanical controls Standard Packaging Warranty Information 5-Year compressor parts (STD.) 1 -Year parts (STD.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. Ordering Information Part Number iDescription ! Quantity 50TC- D14A2A6 -OA0A0 1 Rooftop Unit 1 Packaged Rooftop Builder 1.29b Page 8 of 14 I Performance Summary For 12.5T COOL Project: Anderson 04/08/2011 • Prepared By: 02:11 PM Part Number:50TC- D14A2A6 -0A0A0 ARI lEE R : 11.2 IEE: 1.2 Base Unit Weight: ( 1030 I b Base Unit Dimensions �� Unit Length: 88.1 in Unit Width:. 59.5 in Unit Height: 49.4 in Unit Voltage- Phase - Hertz:_ 460 -3 -60 Air Discharge: Vertical Fan Drive Type:. Belt Actual Airflow: 5000 CFM Site Altitude:. _.. 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB: 78.0 F Evaporator Entering Air WB: . 62.0 F Entering Air Enthalpy: . 27.68 BTU/lb Evaporator Leaving Air DB: 55.7 F Evaporator Leaving Air WB: . 52:3 F Evaporator Leaving Air Enthalpy: 21.54 BTU/lb Gross Cooling Capacity: . 138.13 MBH Gross Sensible Capacity: 120.52 MBH Compressor Power Input: 10.20 kW Coil Bypass Factor: . . 0.237 • Supply Fan External Static Pressure: 0.75 in wg Fan RPM: 967 Fan Power: . 3.25 BHP NOTE:. Medium Static Fan Option Electrical Data Minimum Voltage: 414 Maximum Voltage: 506 Compressor #1 RLA: 9.7 Compressor #1 LRA:. 62 Compressor #2 RLA: 10.6 Compressor #2 LRA: 75 Outdoor Fan Motor Qty: 1 Outdoor Fan FLA (ea): 3.1 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 4.4 Power Supply MCA: 30.5 Power Supply MOCP (Fuse or HACR): 40 Min. Unit Disconnect FLA: 32 Min. Unit Disconnect LRA: 190 Electrical Convenience Outlet: None Acoustics Sound Power Levels, db re 10E -12 Watts Discharge Inlet Outdoor 63 Hz 91.6 87.2 87.0 Packaged Rooftop Builder 1.29b Page 13 of 14 . . • 4 e- -------------- Certified Drawing for 12.5T COOL Project: Anderson 04/08/2011 Prepared By: 02:11PM , . ms AVI SIA 7 10(3/ 1.1143 41 acaotvii 10 M1121.061(5 ;It:: 'IrV iii: CA 1 0110ISIOnS AIR 16 1NCE1S, 01/11kt/4104S Chtltif 6 ism K1 IN 1 I AU IN NILLINE7165 11- a 11 ,24 371E 4 ; il — _. . _ ' 12891 , 1:253 i 19051 7 10 :1111111 ow E;44C11 , CONNECTION SIZES .1 111010. DINICI(ON th woo lit* --- :CIZII A 1 3/11 '351 Oil (In D MA? Sui;17 6 2 1/2 1641 DI/ 00600 SUPRA RECENT : • C I 126 1511 01A WWI ACCESS Ptuti 0 /114 1121 DIA :MO C110101 CENG .011 ' 211/4 * FONOW1/111 6000 10211O661.1 . 15261 E • 3/4 ;4 1,1 ,- CONDENSATE 00000 . J PO416 SUPPLY 60000 001 . ,IIK.114.6.451 (Howl INES1 110,3 ,, 101.111 , 10 /ON 15i 11a5.1f.rtittn010 I i. ,,-,=-r-',. 1 .. ,-...-------- ' 1------ , , *I .... CR61.00862E01 4,7,-,-W,.. ' k L 34.3/6 13211 10(66E6 WIRE 11.01, NOit 11231 • • • CONOE■ala .. i/ , . kr A1R i RETDRR C0116611 5121 I1S1 SY2ES INAS a . COO i fi.d4 ' \` \-i' . --------- l, 1 AIR I 1,?- "ri:CE . 4 6141({1.2.11A110110 , i 1 . INDOOR C011 t 1 1/4' , 621 0 0WER 1 3/4 t IS I, I ACCESS P“fa r 1 •1 1 0 L fri, I NN : Tran i :6 r -:'■Ww,-;_.,.---' / Ill : . SU 31 ' `......-,‘," 17311 19551 I a+ , 1-4 00 . — . _ .0E 1 i 1 rjr.,1* M( ' I $ is 1 . 14"1/412) Ilssi Ilieu-INE RAW' 1 j ' iiAC K ---L---•=4 I-___ , _ E Alt 14 -....■ ....-- 31/6 I- 6 :/4 13361 11011 • • 163/ - 1 — " 4.5/0 26 &ASEPAII 1-___. 251/2 i -:-.- 16461 2 1181 I 1 f,iiggftt F • . ! ill 10(01100 0 00(00. 0°11.to '..,....- - 0 L ..) • • • .-.4.0(h 1 I Slo --; 1 cov OPIIONAL-f I' CONOINSAIL I + r i l'ACTOR7 . . 011616 - ._ ._ -. ..... . • INETA, a A 00110101--- DISCOpREJ 0015101 ' 111f WI ran, i _-- i 1 .____-. 11 .4514t16 , CONDI NaNC1 , 1 r ,,,,,),1 ts la r. 2/.3/4 a A141 . a MI OU'111 t I a 1 I 11001 \ I t__ Tr i , , , .4. 131 1- - -..._,.., -__..-.-_ ....... 1 4.5,8 — ' - .:Iff r: - 1._,_ .. Et ■ Ill ' a 0. 0 __ —___i : : 0 0 ■.,,. ilal= - - _ _ _t ■ 4 2 vs -.-4 C. 6.1/6, —I 1 -- 51 012 -- ----. WI 11371 a „ 11/11 4 1,6 . , 115 11351 11. CURB ,?!461 1141 WI 1101w 10631 5ARON ;.0 .111 1 HON i 1101E1 1, . t f NiTON AIR ' j 1 RICtiT . , _.___ _ _______ _, I Mt, I RA3 501C-I4 SING,F ZO'll fli-CTRICAI -1--"" .. i 4-:.7■4501442 , or ....... 1 ',:007 GB I _ 070 8 I i 00 t I No MT it EC HEM 4 (I - - - -- _. ..._ ._._ ._ ____ . . ._ . _ . _ Packaged Rooftop Builder 1.29b Page 11 of 14 . ca . . . . . . _ • Certified Drawing for 12.5T COOL Project: Anderson 04/08/2011 Prepared By: 02:11PM „11 itivit lisa:,,, .,■47(%) K■4110 itiaND, c.8 1 litiler _ . .. ______ ________ ___.... .. _ _ _ . LDS Km tes. KG 3 8 1 6016'.016 1030 L! i at I 133 146 L66 191 LIM 193 1/9 78 318 1/111 33 1/83801 71 308 180/ COINI a k CORNER B ._. st......:•.\ \ • (([: ( 0 4$40 11 ) 1 00g ' . ‘.,.......„.....- ; .. r . i • I . I. . C.ORRLis t% [ = CORNER C . . , x -I TOP • , F_T - - - - --- ---.—."-- ----.---_----_-.--- . .• _____ _ • ■ . . . I • • F--- & " . 1 7.f.ft en . : oo • f RONT I _ i sm, I klI I :Of ilal4 I I 50TC 14 SINO_C ILLUCCAL --r I j :or? Itoimi • R7-2 I COOLIR6 WLIN CLECTW HEAT : 48-N501442 . _ _. _ _ VI 0' Packaged Rooftop Builder 1.29b Page 12 of 14 --A- -- -.• • - - SUBMITTAL Roofcurbs for Carrier 48 /50TC A /D08,A09,A/D12,D14; Part Number: MicroMetl 50TCQ D08 -D12; 48/50HC A07,D08 -D12; 48 /50TF,TM,HJ 0597 Series FORM NO. 1282 -19P DATE: 1 / 02 008 -014; 50TFQ 008 -014; 5OHJQ 008 - 009 Units SUBMITTED TO 0597 Series Roofcurb Specifications (in inches) COMPANY: MicroMetl Part No. Bryant Part No. A Weight DRAWN BY: A.L.L. JOB NAME: 0597 -008A N/A 8 90 lbs EQUIPMENT: 0597-011A N/A 11 104 lbs NOTES: 0597 -014A CRRFCURB003A01 14 118 lbs 0597 -024A CRRFCURB004A01 24 164 lbs FEATURES * Roofcurb sides and ends are 16ga. Opening for thru the galvanized steel. (.058 min.) bottom electrical connections * Gasketing package provided. (4) * Full perimeter nailer. deck p deck pans s • Assembly hardware not required. 1 3/4" Alt. drain hole f i Blocked top /� corners �/, 15 11/16" / 2" tYp• NOTES: 15 5/16" 1.) Adjustable Pitched / Adjustable Height supply ai` - 40 1/16" �� ° �_ curbs and taller curbs are available. Contact factory. i \\\ Return air A • 2.) Attach ductwork to roofcurb. Flanges of .` `�� 1 3/4" 7 78 1/4" duct rest on top of curb. t - �/ t 3.) Roofcurbs are marked with the Carrier ' part number. 50 Corner Detail 1 3/4"-0 0 4.) The standard MicroMetl curbs do not • have service plate holes. If they are re- ► 1 " quired, you must specify on the order. o NOTE: If using through the side of the curb I gas or electric connectors, you must specify A . • service holes are required. Optional service • plates: 0815 -0597. L CROSS SECTION OF CURB --...1 2 THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT. MICROMETL CORP. • 3035 NORTH SNADELAND AVENUE. SUITE 300 • INDIANAPOLIS. IN 46226 • 1-800-662-4822 ••• MICROMETL SPARKS - 202 SOUTH 18TH ST. • SPARKS, NV 89431 - 1-800-884-4662 HVAC GENERAL NOTES - STATE OF OREGON RECEIVED 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE APLLiANT WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 5 DIVISIO Z SYSTEMS MAY • 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE MOST RECENTLY ADOPTED VERSIONS OF - CITY OF TIGA D ALLIANT SYSTEMS, LLC - THE 2010 OREGON MECHANICAL SPECIALTY CODE (2009 IMC W/ STATE OF OREGON AMENDMENTS) ' 1600 NW 167TH PL. STE 330 BUILDING BEAVERTON, OR 97006 - THE 2010 STATE OF OREGON STRUCTURAL SPECIALTY CODE (2009 IBC W/ STATE OF OREGON AMENDMENTS) PHONE: 503/619 -4000 - THE 2010 STATE OF OREGON ENERGY EFFICIENCY SPECIALTY CODE FAX: 503/230 -9236 VWVW. ALL IANT -SYST E M S. COM - THE 2010 INTERNATIONAL FIRE CODE AND ALL OTHER APPLICABLE LOCAL CODES, AMENDMENTS, AND ORDINANCES. cce# 153420 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE OREGON MECHANICAL SPECIALTY CODE (IMC) AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. �` °, N, NCiv R errio, `` 4. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, OR AS OTHERWISE REQUIRED BY THE STATE OF OREGON ENERGY CODE -63 ,`\ - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.6 LB /CU FT FIBERGLASS DUCT INSUL WITH FACTORY APPLIED REINFORCED ALUM FOIL VAPOR BARRIER. SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM. 5. s 09 0REC0N Q o o 11 6 5. DUCTS SHALL BE SEALED IN ACCORDANCE WITH OREGON ENERGY CODE REQUIREMENTS PRESENTED IN SECTION 503.2.7.1.1 � � N C . rt `)t�P EXPIRES '2 -31 -12 6. FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 8' IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN EXCESS OF 400 LBS IN ACCORDANCE WITH CHAPTER 16 OF THE OSSC & SECTION 13.4 OF ASCE STANDARD 7.05 8. PROVIDE FIRE DAMPERS AND /OR FIRE /SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716 OF THE. OREGON STRUCTURAL SPECIALTY CODE. INSTALL FIRE DAMPERS AND FIRE /SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTINGS, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING, MECHANICAL, AND FIRE CODES AND ORDINANCES 9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 10. PROVIDE RETURN DUCT SMOKE DETECTOR CONFIGURED TO PROVIDE AUTOMATIC SHUT DOWN OF ALL HEATING, COOLING, OR VENTILATION EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE OREGON MECHANICAL SPECIALTY CODE (IMC) POWER WIRING AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM SHALL BE BY THE ELECTRICAL CONTRACTOR. 11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. ACCESS PANELS REQUIRED FOR MECHANICAL EQUIPMENT SHALL BE IDENTIFIED AND LOCATED BY THE MECHANICAL CONTRACTOR FOR ULTIMATE INCLUSION IN ARCHITECTURAL DRAWINGS. ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE WALL- CEILING CONTRACTOR PER SPECS 12. HVAC TEMPERATURE SET POINTS, DEAD BANDS, AND SCHEDULES SHALL BE PROGRAMMED TO MEET OREGON ENERGY CODE SECTION 503.2.4.1 REVISIONS: DATE 13. ALL WIRING EXPOSED WITHIN A PLENUM SHALL MEET THE REQUIREMENTS OF THE OMSC 602.2.1.1. ALL COMBUSTABLE ELECTRICAL EQUIPMENT EXPOSED WITHIN A STERLING PLENUM SHALL MEET THE REQUIREMENTS OF 602.2.1.4 COMMUNICATIONS 14. AN OPERATING AND MAINTEANCE (O &M) MANUAL DETAILING INSTALLED EQUIPMENT CAPACITY, SYSTEM OPERATING NARRATIVE, REQUIRED MAINTENANCE ACTIONS, AND CONTROLS CALIBRATION AND MAINTENANCE INFORMATION SHALL BE PROVIDED TO THE OWNER BY THE MECHANICAL CONTRACTOR PER OREGON ENERGY 'A Expedia 14945 SW SEQUAIA PARKWAY CODE SECTION 503.2.9.3 TIGARD, OR 54N BanitaiRd ita Rd . 1 1 r ENGINEER LAST REVISED: 14945 SW Sequoia Approver I I Portland, OR 9722 • Sheet List 1 CAD: ISSUE DATE: ; Tigard C� Author 04/20/11 Sheet , Number Sheet Name 291 DRAWING NUMBER: B- )000( -31030 �` PERMIT ISSUE MO.0 MECHANICAL COVER SHEET 1 (., 04/22/1 1 MO.1 MECHANICAL SCHEDULES & DETAILS I 02011 Microsoft Coro 02008 NOM ,anGJarleleAtlas,lnc. SHEET NUMBER: M2.1 MECHANICAL HVAC PLANS KEY PLAN M0.0 PACKAGED ROOFTOP AIR CONDITIONING UNIT SCHEDULE JPL UNIT NOM NET COOLING, (MBH) ENTERING AIR CONDITIONS SUPPLY FAN OSA EER/ ELECTRICAL WT SYSTEMS NO. AREA SERVED MFG & MODEL NO. TONS TOTAL SENSIBLE DB WB CFM ESP BHP CFM SEER VOLT /PH MCA LBS NOTES . RTU -1 SERVER RM CARRIER 50TC- D14A2A6 12.5 138.1 120.5 80.0 67.0 5000 0.75 3.25 250 11.0 460/3 30.5 1030 1,2,4,6,7 ALLIANT SYSTEMS, LLC RTU -2 SERVER RM CARRIER 50TC- D14A2A6 12.5 138.1 120.5 80.0 67.0 5000 0.75 3.25 250 11.0 460/3 30.5 1030 1,2,4,6,8 1600 NW 167TH PL. STE 330 BEAVERTON, OR 97006 PHONE: 503(619-4000 ACCEPTABLE ALTERNATE MANUFACTURER: TRANE, CARRIER, AAON, MC QUAY, YORK FAX 503/230 -9238 VWWV. ALLIANT- SYSTEMS. COM CC# 153420 NOTES: RECEIVED 1. SINGLE POINT POWER CONNECTION BY ELECTRICAL CONTRACTOR (CONFIRM VOLTAGE PRIOR TO ORDERING UNIT) 2. ECONOMIZER UNIT - FURNISH COMPLETE WITH THE FOLLOWING FACTORY INSTALLED OPTIONS r �N � vee io y ii; - 100% OA ECONOMIZER (DRY -BULB) W/ BAROMETRIC RELIEF MAY - 5 2011 645. - ` e - POWERED EXHAUST - 2 ", 30% EFFICIENT THROW -AWAY FILTERS AND FILTER FRAME CITY OF TIGARD 0 - NON -FUSED DISCONNECT SWITCH o OREGON - DOWNFLOW CONFIGURATION BUILDING DIVISION sF g N c; ` �� • - STANDARD 12" HIGH MANUFACTURERS CURB EXPIRES '2 -31 -12 - CLASS -1 MOTORIZED ISOLATION DAMPERS AT OA INTAKE AND RELIEF OUTLETS (MAX 4 CFM /SF @ 1.0" WG) 3. NON - ECONOMIZER UNIT - FURNISH COMPLETE WITH THE FOLLOWING FACTORY INSTALLED OPTIONS - 2 ", 30% EFFICIENT THROW -AWAY FILTERS AND FILTER FRAME - NON -FUSED DISCONNECT SWITCH - DOWNFLOW CONFIGURATION - STANDARD 12" HIGH MANUFACTURERS CURB 4. STAND -ALONE CONTROLS - PROVIDE W/ MANUFACTURERS STANDARD 7 -DAY PROGRAMMABLE THERMOSTAT CONFIGURE TO PROVIDE CONTROL FUNCTIONS PER OREGON ENERGY CODE SECTION 503.2.4 5. BUILDING AUTOMATION SYSTEM BASED CONTROLS - COORDINATE CONTROL REQUIREMENTS AND ACCESSORIES CONFIGURE TO PROVIDE CONTROL FUNCTIONS PER OREGON ENERGY CODE SECTION 503.2.4 6. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL RETURN AIR DUCT MOUNTED SMOKE DETECTOR . - CONTROLS CONTRACTOR TO INTERLOCK WITH UNIT CONTROLS TO SHUTDOWN UNIT ON ALARM SELF ADHESIVE 1/4" - FIRE ALARM CONTRACTOR TO INTERLOCK UNIT SMOKE DETECTOR W/ BUILDING FIRE ALARM SYSTEM AS REQUIRED FOAM GASKET - IF BUILDING DOES NOT HAVE CENTRAL FIRE ALRM SYSTEM, MECHANICAL TO PROVIDE SMOKE DETECTOR W/ AUDIO - VISUAL ALARM INDICATOR . - ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETECTOR AS REQUIRED ROOFTOP UNIT, REFER TO / MAN CONFIGURATION 635 SQ. FT. OFFICE X 1 OCC. /200 SQ.FT. X 5 CFM/OCC. = 16 CFM UNIT SEISMIC RESTRAINT 635 SQ. FT. OFFICE X .06 CFM /SQ. FT. = 39 12" LONG, 16 Ga. ANGLE RTU -1 MIN DESIGN OUTSIDE AIR REQUIRED = 55 CFM / ACTUAL OUTSIDE AIR PROVIDED = 250 CFM ' 1 / (SIZE AS REQU, MIN 2 EA SIDE) 8. CODE MIN. OUTSIDE AIR FOR RTU -2 BASED ON: 635 SQ. FT. OFFICE X 1 OCC. /200 SQ.FT. X 5 CFWOCC. = 16 CFM TREATED 2x2 NAILER I � MIN TAPPING (4) NO. G 5M5 @ EACH SEISMIC @E SELF 635 SQ. FT. OFFICE X .06 CFM SQ. FT. = 39 ACH V ANGLE BRACKET DATE RTU - 2 MIN DESIGN OUTSIDE AIR REQUIRED = 55 CFM / ACTUAL OUTSIDE AIR PROVIDED = 250 CFM 6 GALVANIZED �\ REVISIONS. FACTT ORY ROOF C CURB \ F COUNTERFLASHING BY WOODEN ROOF DECK 14" GC /ROOF CONTRACTOR STERLING WOOD STRUCTURAL MEMBER CANT STRIP, VERTICAL INSUL AND COMMUNICATIONS (SEE ROOF FRAMING PLAN) f/ ROOFING EXTENDING VERTICALLY UP CURB BY GC /ROOF CONTR. 14945 5W SEQUAIA PARKWAY TIGARD, OR ENGINEER LAST REVISED: Approver ANCHOR MANUF CURB TO 4x6 BASE W/ (1) 1/4" x 4" LAG SCREW 24" OC EACH SIDE, AND EACH CORNER CAD: ISSUE DATE: Author 04/20/11 TREATED 4 11 x6" STRUCTURAL SUPPORT ALIGNED , W/ CURB EDGE BY GC DRAWING NUMBER: • B -x7IX ( -31030 PERMIT ISSUE PACKAGED ROOFTOP UNIT 04/22/11 1 ROOF CURB ANCHORAGE DETAIL SHEET NUMBER: M3.0 NO SCALE M0.1 RECEIVED 4 MAY - 5 2011 - 'LLIANT SYSTEMS • RTU -1 ABOVE CITY OF TIGARD 12 1/2 TON BUILDING DIVISION . - RTU -2 EXISTING 5- ALLIANT 6 0 NW 167TH PL. STE 330 Mil TON RTU -. _ — - 6 BEAVERTON, OR 97006 TO REMAIN PHONE:503/619 -4000 24"X24" FAX: 503/230 -9238 MR 4) 30/15 SA WWw.ALLIANT- SYSTEMS.COM CCBk 153420 40/20 RA UPTURNED (E) 5 TON k SOUND -LINED 12 °"° UP 18 " 0 RTU ABOVE k to PROP 1� -3 RETURN AIR RA �y I /Om 64563PE INTAKE (TYP.) 4 9 - " N 22 "0 BOD: 9' - 9" , I BOD: 9' - 7" 24 "x24" • og OREGON o p ,, ` .1� � I POC a. c ( ' 25 -: ... -�'� -. (E) 5 -TON c. 3,/1 \ 20 "0 22 "m }} fL K 18"0 RTU ABOVE EXPIRES 12 -31 -12 Vi I 1 tC71 RA RA I I IC I V Vi ILNI IC I r I N 11 VN BOD: 9' - 8" 1 BOD: 9' - 7" :OD: 9' - 9" n Q ■ 1 ... 30/15 SA O 1 co . POC 40/20 RA RTU -2 ABOVE �' N UP N P (TYPICAL) - 12 1/2 TON BOD: 9' - 8" 22 "0 18 "0 I 11Z IC71 NI UT IC71 IC 71 IC 71 I IN71 RA IC71 I - -\ M rLy ILy Ity ILy Ity ILy y It�l ICy � � 20 "0 — BOD: 9' - 7" BOD: 9' - 9" v (E) 5 -TON POC RTU ABOVE BOD: 9' - 8" 20"o X MANUAL m 24 "x24" BALANCE BOD: 9' - 9" DAMPER W/ rl IC71 Kaj ] IK71 RA 1[71 LOCKING tey vN � � Vy � HANDLE (E) 5 -TO 18 "0 (TYP.) / RTU ABOVE POC ' (TYPICAL) REVISIONS: DATE - 1 STERLING COMMUNICATIONS O ISOMETRIC 3D VIEW O First Floor Mechanical Plan NOT TO SCALE 1/8" = 1' -0° 14945 SW SEQUAIA PARKWAY TIGARD, OR ENGINEER LAST REVISED: D. ANTAK NOTE: RTU -1 & 2 DESIGNED FOR ALLIANT SYSTEMS CONTINUOUS OPERATION TO MATCH DESIGN /BUILD DOCUMENTS CAD: ISSUE DATE: E.STOYAN 02/04/11 24/7/365 FUNCTION OF COMPUTER SERVER RM. THESE DOCUMENTS ARE TO BE USED EXCLUSIVELY FOR PERMITTING AND DRAWING NUMBER: DESIGN /BUILD CONSTRUCTION BY ALLIANT B- )00IX31030 SYSTEMS, LLC. DOCUMENTS AND DESIGN PERMIT ISSUE CONTAINED HEREIN SHALL NOT BE USED FOR �4/Z2/� COMPETITVE BIDDING OR CONSTRUCTION BY OTHERS. SHEET NUMBER: M2.1