Loading...
HomeMy WebLinkAbout134 W 8th St Technical - BuildingTECHNICAL Permit# 10 5 Address :5t W Project description -n5.-1 --two kV kc 00 45 ov\ rov`V A Frame p10 rm Date the permit was finaled 1 I4 Number of technical pages 0 r Sub rr it l J S* cAur1 Cd d-io (1s SUBMITTAL Pro'lect Bank of America 134 W 8 St Port Angeles WA Date 2.9 10 Matt Cook, LEED® AP Carrier National Accounts 704 599 4550 x4001 Matt.Cookacarrier.utc.com Project: —Untitled3 Prepared By' Unit Parameters Unit Model: 50TCQD08B2C5 -OBOAO Unit Size' 08 (7.5 Tons) Volts- Phase Hertz: 208 -3-60 Heating Type: Heat Pump Duct Cfg: Vertical Supply Vertical Return Heating Capacity Two -Stage Cooling Refrigeration Coil Unit Configuration RA Smoke Detector Medium Static Option Belt Drive E -coat Al /Cu Al /Cu Electro- mechanical controls Temperature Economizer with Barometric Relief Standard Warranty Information First Year Parts Only (Standard) No optional warranties were selected. NOTE. Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. Ordering Information Part Number 50TCQD08B2C5 -0B0A0 Accessories CRRFCURB003A01 CRHEATER110A00 CRSINGLE049A00 Unit Report For RTU -1 Description Rooftop Unit Base Unit RA Smoke Detector Medium Static Option Belt Drive E -coat Al /Cu Al /Cu Electro- mechanical controls Temperature Economizer with Barometric Relief Standard 02/09/2010 10:38AM Dimensions (ft. in.) Weight (lb.) Unit Length: 7' 4 125' Unit Width: 4' 11.5' Unit Height: 4' 1.375' Base Unit Weight: 960 lb Weights and Dimensions are approximate. Weight does not include roof curbs, unit packaging, field installed accessories or factory installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. 14 -inch Tall Roof Curb 12.0/14 7/16 0 kW 208/230/240 -3 -60 Volt Electric Heater Single Point Kit Quantity 1 1 1 1 Packaged Rooftop Builder 1 19q Page 2 of 14 Project: Untitled3 Prepared By NOTES DIMENSION ARE IN INCHES, DIMENSIONS IN L RE IN MILLIMETERS s CUTER OF GR VII DIRECTION OF AIR FLOW ILTER ACCES NEL I OOL LESS INDOOR COIL ACCEI PANEL TOT TT T (0: BACK f 59.112 LEFT I UNIT 3 N H I ISOIr0008 11 1 /2 5 3' 37 I N 1/8 111 [946] [0091 111100103 49 3/e 3r/9.116/1' I 112531 [9461 /4 1 609 ONDEI SEA T OIL I el 1 DISCONNECT A 1 LOCATION CONDENSER 1 COIL OFACT1RY— FACTORY INSTALLED u 27 /8 I [E LACE D IT 4 OUTLET b 6 5/8 I I::I: 11681 I6 1 4637 I4 21 1 3551 I 01 1 i 1 Certified Drawing for RTU -1 I:Po _-I 71 TYP CURB WIDTH i l .W )11111/111D 29 5/8 1 OF 2 17511 CONTROL 808 ACCESS ANIL OPTIONAL FACTORY INSTALLED O INSTALLED /,I LE E All, CONDENSATE DRAIN OPENING I BASEPA DATE 00100., TOP 88 Ise [22381 FRONT 02 1 –SEE THRU THE BASE CHART z4 08 EC0 OILER HOOD ,OPTION TAT 7/ [9251 51 RETURN AIP -I [6 1 INDOOR BL RER A :ES UN' I TECHNOLOGIES CARRIER 28 -3/ 37 /8 1 [731] [955] 1 7] UPELY SUPPLY [A AIR 1591 [356] 3 [33 0 1 L 1 OOta [15 P IDLE 20 1 I /8 Eli I r 1 AIR RPM AIR 677 7 3/ [7061 SUPPLY AIR E TD 01/ IE DRAIN 7/8 fA62] 42 SUPPLE [1 751 AIR A t RE TURI RIGHT ANN 50000 03 09 `INGLE ZONE ELECTRIC HEAT PUMP C0/ IECIIOI 3/ 1351 DIA LIELD RORER SUPPL HOLEI 2 /641 El, POWER SUPPLY CNOUT L I DI, GE ACCESS D 1 FIELD CON LE E 3/ 11 PRI COIIDEN'AIE DRAIN I 2 1/11 DIA POWER SURF I 110 OUT IHRU -ENE -BASE CHART THESE HOLES RECUIREE FOR USE C RB ENFWA102 NOI THREADED 'OIIDUIT SIZE 1 L 6 -I/8 I 551 I l 2" 1 /2" FOR PE -BA FITTINGS FAR CNL i NINE REO'D CIE 'IZEI ACC. '/E' [22 LI 24V 7/8 [22 2] AIR Y ARE PRO 'I DE D BAROMETRIC RELIEF FLO'm 4 00501454 RCV 02/09/2010 10 Packaged Rooftop Builder 1 19q Page 3 of 14 Project: Untitled3 Prepared By "T0 UNIT CORNER CORNER CORNER C UITT WIGHT WEIGHT IAI WEIGHT [El WEIGHT IC WEI ID L31. KG LBS. KG LAS PG IBS I KG LOS KG I I50ECOD08 985 411 187 85 158 72 247 1 112 293 153 139 15116 110141 I501C0109 91( 413 200 31 16I 75 2 7 1 112 291 1 135 139 5I8 1100E1 CORNER A Certified Drawing for RTU -1 35 114 181EE1 14 Ill 18761 TOP FRONT 23 I/2 1`911 1 23 I/2 15971 I "ORNER D CORNER C 00 DETI 2OF 1 03 I0 09 G[[[ CORNER B UNITED TECHNOLOGIES CARRIER 50TCO 08 09 'INGLE ZONE ELECTRIC HEAT PUMP 4 TM,,01454 3 0 02/09/2010 10:38AM Packaged Rooftop Builder 1 19q Page 4 of 14 Project: Untitled3 Prepared By RDOFCUVB ACE FOREST CRRFCU.FB003A01 7 2 TA TF TM 008 01 [356]_ CRRFCURB009AO1 12 -0 I SOHJOOOB, 0(2 [10 50TI0, FO 008 -012 6 1 2. ICONNECTOR POO ACC I B CRBTMPWR001001 2' -0 7/16 CRBTMPWR002A0I 1827] CRBTMPWR003A01 CABTMPWR00100I 0 3' (70] 0 3 C761 3 1 (387] o -o ,/10 (BOLT HEADS) 0 -0 16" C117-.- (BOLT HEADS) A I UN T SIZE C Co I f 1 i \J aU SUP LY IR ()PENH 786] 0 3 1761 -0 13/16 (12401 I IOTES. I R00FCURB .CE550RY IS SHIPPED DISASSEMBLED. MT 3 INSULATED PANELS: TP POLYURETHANE FOA 1 3/4 DENSITY D PENSIONS M 1 1 ARE 11 IILLIMETERS, ABI:ET j NAIL R(JFCURB 6 GAGE TEEL (SUPPLIED WIT CURB) S ATTACH DUCTWORK TO CURB. (FLAIGES OF DUCT REST RBI T' I.,UL (4) SIDES 6. SERVICE CL R NCE ON EACH IOF 7 DIRECTION OF AIR FLJW 8. IECTOR GEE CRBTMPWR001A0I ND 001 ARE FOP HE -CURT AS PE. ACE GEE COAT 080030 IC RE FOR HE RU THE BOTTOM PE GA5 CO IECTI0N5. C D ALT DF0(11 HOLEI CPS I -10 (5/16' 1 3/4 C44 51 3/4 1191NPT CST31 7 RE TURI AIR 4 ()PEW! l p III 2 7/8 (378) I i At /A D 3" 3 5/8 (10061 0 0 7/16" CI (BOLT HEADS) 0 -0 7/16' t(1 I] (BOLT HEADS) I /2 7]IIPT 0" 4 9/16 (115 Certified Drawing for RTU -1 POWER CONTROL 3 /4'[I9IIIPT I/2 ']NPT I 131 7) 3/4 I 1/ 131.7] SUPPLY AIR VIEW A -A HEAD OF ELK TO BE OF INSIDE OF FLAJGE 0 7/8 61 A ,REF VIEW B ALL COPIERS) ACCESSORY PORI 71NPTI �j 1 I 2 O I 125] A i o 70 (IN I TED TECHNOLI,IES CARRIER OUSE DUCT 7 (FIELD SUPPLIED) _0 7/16 COUNTER FLASHING (FIELD PLIED) R,. IIIG FEL 1 FIELD SUPPLIED) J MUG FOR BASEPA C IT STRIP Et TRY SERVICE (SEE FIELD SUPPLIED) (FIELD 51. PLIED) O (54]8 V RIGID INSUL 0101 (FIELD SUP (ED) 13 /a [1264] SEE VIEW B AS SERVICE PLATE (SEE ROTE A I -6 3/16 (513] 1 51001 3 16 Ba O1� TE •8) 119811 SECTION C SC SEE DOTE 8 3/16 SID] (INSIDE NOTE CaMBRIDGEPOR SURE LOCY CORER FASTENIr DEVICE 15 ACCEPTABLE ALTER TE CONSTRUCT! 02/09/2010 10 Packaged Rooftop Builder 1 19q Page 5 of 14 Project: Untitled3 Prepared By Part Number•50TCQD08B2C5 -OBOAO Performance Summary For RTU -1 ARI EER: 11.20 IPLV 12.2 Base Unit Weight: 960 lb Base Unit Dimensions Unit Length. 88.1 in Unit Width: 59.5 in Unit Height: 49.4 in Unit Voltage- Phase Hertz: 208 -3 -60 Air Discharge: Vertical Fan Drive Type. Belt Actual Airflow' 3000 CFM Site Altitude. 449 ft Cooling Performance Condenser Entering Air DB 85.0 F Evaporator Entering Air DB 77.3 F Evaporator Entering Air WB: 64.1 F Entering Air Enthalpy 29.49 BTU /Ib Evaporator Leaving Air DB. 55.5 F Evaporator Leaving Air WB 54.0 F Evaporator Leaving Air Enthalpy 22.69 BTU /lb Gross Cooling Capacity 90.32 MBH Gross Sensible Capacity 69.44 MBH Compressor Power Input: 5.80 kW Coil Bypass Factor 0.099 Mixed Air Outdoor Air Airflow 420 CFM Outdoor Air DB 85.0 F Outdoor Air WB: 65.0 F Outdoor Air Htg. Temp. 23.0 F Return Air DB 76.0 F Return Air WB: 64.0 F Return Air Htg. Temp 70.0 F Heating Performance Outdoor Ambient Temperature: 47.0 F Entering Air Indoor Coil DB. 63.4 F Leaving Air Indoor Coil DB: 90.4 F Total Heating Capacity 85.85 MBH Integrated Heating Capacity 85.85 MBH Heating Power Input: 6.68 kW High Temperature COP 3.3 Low Temperature COP 2.3 Electric Heating Capacity 12.00 kW Unit Leaving Air Temp: 103.2 F Supply Fan External Static Pressure: 1.00 in wg Options Accessories Static Pressure Electric Heaters: 0.05 in wg EconoMi$erIV EconoMi$er2: 0.11 in wg Total External Static: 1 16 in wg Fan RPM: 826 Fan Power 1.36 BHP NOTE. Medium Static Fan Option Electrical Data Minimum Voltage. 187 Maximum Voltage: 253 Compressor #1 RLA. 13.1 Packaged Rooftop Builder 1 19q 02/09/2010 10 Page 6 of 14 Project: --Untitled3 Prepared By Compressor #1 LRA. 83 Compressor #2 RLA. 13.1 Compressor #2 LRA. 83 Actual Electric Heater kW 12 Electric Heater FLA. 33.4 Outdoor Fan Motor Qty 2 Outdoor Fan FLA (ea): 1.5 Indoor Fan Motor Type. MED Indoor Fan Motor FLA. 7.5 Power Supply MCA. 81 7 Power Supply MOCP (Fuse or HACR): 90 Min. Unit Disconnect FLA. 81 Min. Unit Disconnect LRA. 263 Electrical Convenience Outlet: None Acoustics Sound Rating: Sound Power Levels, db re 10E 12 Watts Performance Summary For RTU -1 82.0 db Discharge Inlet Outdoor 63 Hz 90.2 86.0 89 7 125 Hz 83.5 78.5 81.5 250 Hz 69 1 65.3 80.5 500 Hz 66.5 63 7 79.2 1000 Hz 64.5 61.8 77 1 2000 Hz 61 6 56.1 73.2 4000 Hz 62.1 53.8 70.2 8000 Hz 58.6 48.5 67 4 A- Weighted 72.7 68.3 82.0 02/09/2010 10•38AM Packaged Rooftop Builder 1 19q Page 7 of 14 Project: —Untitled3 Prepared By 2.0 1.c E -700 RPM 0 1 4 a) 1.0 a) d v 0.8 r00 RPM L7 0.6 1 0.: 0.2 0.0 1 1111 1 111 00 0.5 1.0 Performance Summary For RTU -1 1 11.5 1 I 1 I I I _1.1.. 1 1 Fan Curve 3.04 BHP 2.00 BHP 1.50BFP�✓ BRi 1 4.0 2.0 2.5 30 35 Airflow (CFM thousands) RPM 826 BHP 1.36 Maximum RPM 0 Maximum HP 2.90 Note: Please contact application engineering for selections outside the shaded region. SC System Curve RP Rated Point 4 1 11v 1 I 11 1 1 4.5 5.0 5.5 02/09/2010 10 Packaged Rooftop Builder 1 19q Page 8 of 14 Project: Untitled3 Prepared By Unit Parameters Unit Model: 50TCQA05B2C5 -OBOAO Unit Size: 05 (4 Tons) Volts- Phase Hertz: 208 -3 -60 Heating Type: Heat Pump Duct Cfg: Vertical Supply Vertical Return Heating Capacity' Standard One -Stage Cooling Refrigeration Coil Unit Configuration RA Smoke Detector Medium Static Option Belt Drive E -coat Al /Cu Al /Cu Electro mechanical controls Temperature Economizer with Barometric Relief Standard Ordering Information Part Number I 50TCQA05B2C5 -OBOAO Accessories CRRFCURB001A01 CRHEATER105A00 CRSINGLE038A00 Unit Report For RTU -2 Description Rooftop Unit Base Unit RA Smoke Detector Medium Static Option Belt Drive E -coat Al /Cu Al /Cu Electro- mechanical controls Temperature Economizer with Barometric Relief Standard Dimensions (ft. in.) Weight (lb.) Unit Length: 6' 2.375' Unit Width: 3' 10.75' Unit Height: 2' 9.375' Base Unit Weight: 560 lb Weights and Dimensions are approximate. Weight does not include roof curbs, unit packaging, field installed accessories or factory installed options. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Warranty Information First Year Parts Only (Standard) No optional warranties were selected. NOTE. Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. 14 -inch Tall Roof Curb 12.0/14 7/16.0 kW 208/230/240 -3 -60 Volt Electric Heater Single Point Kit Quantity I 1 I 02/09/2010 10 Packaged Rooftop Builder 1 19q Page 9 of 14 Project: —Untitled3 Prepared By NOTES DIMEI SIONS ARC IN INCHES DIMENSIONS IN I ARE IN MILLIMETER 2 '9 CEITER OF /IT DIRECTION OF AIR FLOW ILTER ACCESS NEL 1 I (TOOL LESS) INDOOR COIL ALCEAS PANEL BACK COMP CCESS ANEL r CONDEI5 /4 COIL 1671 YP ERB WIDTH CONDENSER -ELECTRICAL DISCONNECT OPTIONAL ACTORY 8 I I44 ALLED IIVEIIIEIICE SILEI I 871 LEFT I UNIT J N I 0TC0A0d 33 3/' 1° [Bd71 1472] 5/8 150TCOA05 3' /8 I4 /EP [8A71 1311] 150TCOA 41 3/8 11 7/8 11051] [317] IS1TCO dl 3/I 1,43,7,? 110511 2 I B I-- f, D -l 68] 112 Certified Drawing for RTU -2 131'] OPTIONAL— COMA BOA FTAT ED 1 (C: NCL INSTALLED DISCONNECT fi :00 T 4' BDLC- 1 OF 2 SEE THRU THE B ART 25 [6 0., 10 09 181 FRONT E ALI CONDENSATE DRAIN OPENING IN BASEPAN 6 -114 TOF SuPLH /�A LS 01 09 3: 3/ IBATI ECONOMIZER HOOD (OPTIONAL 15-50 1652] AET AEI AIR NDOOP BLOWER ACCESS 17 3/4 II SUPPE AIR UNI TECHNOLOGIE CARRIE" 12 1/8 [3071 11701 r OO6, IDLE 3 BET AIR 3/ ,3 7471 y 26- SAL IT AIR PAL L I /d 1 11 PRE AR I' 9I 8 1 1 11 6 1, 11551 i /81.— 116:1 4- SUPPLY i AIP E STD. CONDENSATE DRAIN 1] [6811 50TCC 04 07 CINGLE ZONE ELECTRI HF T FIINT IZES 31 [35] DI FIELD MEP PLY HOLE 8 2" [511 DI. POMER SUPPLY NOCNOUT /8' 1221 DIA IELD COP ROL NIA LE 111" IA APT CONDENSATE DRAM 2 I 1641 DI POWER SUP NOCN T TARE THE -BASE CHART THESE HOLES REWIRED FOP USE :ABT NAOOIA01 THREADED WIRE REO'D HOLE IDUIT OIL SI/EI I /2" ACC 7 /C" /22.21 I /l' 24V 718'• 1:0.21 I 31 0011 POWER 1 1/8" [28 411 FOR THAI HE-BASEPAI" FA TORY 0FTION I TIE FOP ONL RE PROVIDED ISLET EITHER OR FOR ROWED DCPEEIDLI ON 'IRE SIZE 10 -I /2— El El 25- [638] RETUR AIR d I 1/4— [79 I RET RIGHT AIR 1 4 521 i BA NETPIC RELIEF FLOW IOTA `01 ,01 FILTER OUTSIDE AIR 21 1� 1539 RLV 5 0 02/09/2010 10 Packaged Rooftop Builder 1 19q Page 10 of 14 Project: -Untitled3 Prepared By UNIT STREIGHTT ALIGHEE ER Men, N'C IG HNEICI WEIGHT 101 0 6206H7 IBS I KG. LBS. AG. I LBS. KG. LBS. I 91G. I LBS. I KG. I X Y Z I 1506CO304 505 229 136 62 130 59 111 I 53 123 I 56 136 Ill 19211 22 1/8 15621 16 3/8 141611 1 501(0805 510 231 138 63 131 59 I $18 I 56 124 I 56 36 If 19211 22 I/8 15621 16 1/2 1 1911 I `ISTCOA06 590 268 159 72 146 66 137 I 62 149 I 68 35 5/8 [9051 22 5/8 [5751 20 1/8 151111 150780A07 630 286 166 75 166 75 1 149 I 68 149 I 68 37 114 19461 22 1/8 15621 20 3/4 152711 CORNER A CORNER D O Certified Drawing for RTU -2 FRONT TOP 00[ CORNER B CORNER C 0 0 UNIIED TECHNOLOGIES C ARRIEP s SW DWI serum I 50TCO 0 07 T INGLE ZONE ELECTRIC I 4�TM501.,01 S I u 2 OF 2 0, 1 0 09 01 3 09 HEAT PUMP 02/09/2010 10:38AM Packaged Rooftop Builder 1 19q Page 11 of 14 Project: Untitled3 Prepared By ROOFfURB ACT F55012\ I C RRF CURB001AO II I CRRFCURBOO2AOII 0 3 [761 0 -3 [761 (341] a 0 6' (BOLT HEADS) 0 -0 i/I6 b. A t [BOLT HEADS) A [3 I. 56 2 48/50 HJ /TJ /T" TM 004 -00' SOHJO 50TJO /TFO 004 -007 C610] I !CONNECTOR PEG. ACC B I CRBTNP PO01401 I -9 11 /16" CRBTMPWR002A01 (5511 CRBT MP WR003 A01 C RBA HPWRD04 A01 I SL OPENING AG Packaged Rooftop Builder 1 19q C C C D ALI DRAIN MOLT I GAS I" 4 1 3/)44 51 3/4 I (197MPT 3/4-1 [19111PT [3) 71 1/2"[12 711IPT I 1/ 112.7101 130RT 4 [9141 UNIT SIZE --s— .171 /�UR) AIR d OPENING /6 [5041 [334] b 1 101E5. I R00FCL ACCE550 1 15 SHIPPED DISASSEMBLED. INSL (TED (EELS 3. DIMENSIONS II I ARE IN MILLIMETERS ROOFCURB. GALVA IUD STEEL 5 TT DUC(WORT. 0 CURB. (FLA [GUS OF DUCT REST 0(1 CURB) 6. SEA I CE CLEARAMCE 3 FEET 01 EACH SID 7 OIRECTIO OF IR FLOW 8. 'T ECTOR AGES CAB) P001 DUCT E \I E [EL UCT IED) ID 2A RE OR THRU HE -CURB TYPE GAS. (CIAGES CRBTMPWROD3A01 TO ARE FO THE (HRU- THE- B0770M PE GAS C01 [Kilt TS. 1/' 71HPT 3/4 1 3/4 [19 OPT 0 -0 (7) 0 9/I6" t [115.51 D 7 5/8 [8031 Certified Drawing for RTU -2 POWER I CONTROL IACCESSORY OWE I 1 1/ [31.71 0 17/B" /[481 1 0 -0 7/ 6" �A TOOLT(IHEADS) RED,\ 0 -0 7/16" r [I I] 5E PLY IR VIEW A -A HEAD OF BOLT T" BE ON INSIDE OF FLA GE (SL °LIED W 0 I (251 A VIEW B (BOLT HEADS) A ALL CORNERS IINITED TECHNOLOO, IES CARRIER um NAIL ET 1 RIGID II_ILATI_ 1 (FIELD 5UPU IEO) 1 1 1 l� RETURN IR 3 -0 IS/16 (9361 SEE VIEW B AS SER) ICE PLATE (SEE JOIE YPICAL (41 SIDES COUI TER FLASHII (FIELD SUPPLIED) -ROE I G FEL OPEN') FOR BASEP Er IFIELD SU PLIEO> CA 5TRIP SERVICE (SEE TOTE .8) (FIELD SUPPLIED) ROOFING ATERIA ELD SUPP IEm r 0 [831, 1 3/ 6 [4 7) (It .10E) (641 5 -7 1/8 051 .ECTIUN C u SCALE SEE IOTE 416" )5lDE J Ln 40TE. (BRIDGEPORT SURE -LOCI: CORNER W "[Er11NG OEVICE 15 CCEPTABLE TER ATE CONST IOr Li! 02/09/2010 10 Page 12 of 14 Project: Untitled3 Prepared By Part Number•50TCQA05B2C5 -OBOAO ARI SEER: Base Unit Weight: Base Unit Dimensions Unit Length. Unit Width: Unit Height: Performance Summary For RTU -2 13.00 560 lb 74.4 in 46.8 in 33.4 in Unit Voltage- Phase -Hertz: 208 -3 -60 Air Discharge Vertical Fan Drive Type: Belt Actual Airflow' 1600 CFM Site Altitude: 449 ft Cooling Performance Condenser Entering Air DB: 85.0 F Evaporator Entering Air DB. 78.4 F Evaporator Entering Air WB: 64.3 F Entering Air Enthalpy 29.57 BTU /lb Evaporator Leaving Air DB: 55.4 F Evaporator Leaving Air WB. 54.0 F Evaporator Leaving Air Enthalpy 22.70 BTU /lb Gross Cooling Capacity 48.68 MBH Gross Sensible Capacity 39.10 MBH Compressor Power Input: 3.00 kW Coil Bypass Factor 0.213 Mixed Air Outdoor Air Airflow 420 CFM Outdoor Air DB: 85.0 F Outdoor Air WB: 65.0 F Outdoor Air Htg. Temp. 23.0 F Return Air DB 76.0 F Return Air WB: 64.0 F Return Air Htg. Temp 70.0 F Heating Performance Outdoor Ambient Temperature: 47.0 F Entering Air Indoor Coil DB: 57 7 F Leaving Air Indoor Coil DB: 85.2 F Total Heating Capacity 46.84 MBH Integrated Heating Capacity 46.84 MBH Heating Power Input: 3.42 kW HSPF 7 7 Electric Heating Capacity 12.00 kW Unit Leaving Air Temp: 109.3 F Supply Fan External Static Pressure: 1.00 in wg Options Accessories Static Pressure Electric Heaters: 0.09 in wg EconoMi$erIV EconoMi$er2: 0.07 in wg Total External Static: 1 16 in wg Fan RPM: 1201 Fan Power 1.21 BHP NOTE. Medium Static Fan Option Electrical Data Minimum Voltage. 187 Maximum Voltage: 253 Compressor #1 RLA. 13.7 Compressor #1 LRA. 83 Actual Electric Heater kW 12 02/09/2010 10•38AM Packaged Rooftop Builder 1 19q Page 13 of 14 Project: Untitled3 Prepared By Electric Heater FLA. 33.4 Outdoor Fan Motor Qty 1 Outdoor Fan FLA (ea): 1.5 Indoor Fan Motor Type: MED Indoor Fan Motor FLA. 5.2 Power Supply MCA. 65.6 Power Supply MOCP (Fuse or HACR): 70 Min. Unit Disconnect FLA. 62 Min. Unit Disconnect LRA. 139 Electrical Convenience Outlet: None Acoustics Sound Rating: Sound Power Levels, db re 10E 12 Watts Discharge Inlet Outdoor 63 Hz 90 0 89.5 90 4 125 Hz 83.4 80.6 84 6 250 Hz 74 9 67.5 77.6 500 Hz 71 9 65.3 77.5 1000 Hz 70 9 66.9 74.8 2000 Hz 66.2 61 4 70 6 4000 Hz 67 4 56 7 68.0 8000 Hz 63.6 50.3 64.2 A- Weighted 76.6 71 7 80 0 2.0 1.0 1100 RPM N u) 1.0- 0 0.0 5000 RPM 0.4 o.., 700 RPM Performance Summary For RTU -2 Packaged Rooftop Builder 1 19q Fan Curve 80.0 db N 1.3 14 6 900 RPM tz- \N N 0.0 0 0 0.3 0.6 0.9 1.2 1.5 1.8 Airflow (CFM thousands) RPM 1201 BHP 1.21 Maximum RPM 0 Maximum HP 2.00 Note: Please contact application engineering for selections outside the shaded region. SC System Curve RP Rated Point 3.00 BHP- 2.00 2.1 �50 BHPk, N 1 RH 2.4 02/09/2010 10:38AM Page 14 of 14 AEI ME =1 SHUTLER _I -;1 i CONSULTING MEP ViEN ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT AND PLATFORM FOR. BANK OF AMERICA 134 WEST 8 STREET PORT ANGELES, WASHINGTON ARCHITECT ONi, LLC 3201 1 AVENUE SOUTH SEATTLE WA, 98.134 (206) 626 -0700 DESIGN CRITERIA JOB Bank of America SHEET NO COVER OF CALCULATED BY STG DATE 8/4/10 CHECKED BY JH DATE SCALE JOB NUMBER 10 -29 CODE INTERNATIONAL BUILDING CODE 2009 ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD 100 MPH ZONE EXPOSURE "C Iw =1 0 SEISMIC DESIGN INFORMATION Sds 0 786, ap 2 5, Rp 6 0; Ip 1 0 1 MEM MEI 1111ft• 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHUTLER CONSULTING ENGINEERS, INC I 24 ok (e) 1 r JOB C5 P0A64-16-0 SHEET NO, WPC c CALCULATED BY /12 DATE SCALE IS i it V\ C-144 -71 'ti -vti 1), _a, _1 a 1 i I 1 L i 01 WK. ..34 -i .Q- i i 'f- A.:1) i--/ 1 i i i c E. i i 911.1 --I' 1 M''' C Cai•-itt-4:4 ii 1 I I N OH I ,i r6 S 1 L' i LI e 1, (--/4(p at0A-X9! ctifvNi OF 5-0 1 1 INN ARM Mk II 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 1) c i 0 th"°' 1 SH UTLER CONSULTING ENGINEERS, INC 1 JOB tL of ekAAa- cPt SHEET NO. Jk CALCULATED BY Si DATE SCALE 1 Cvtto tdElAtrai 100 :9 •sr- I '1. 5 0 OF "I) o .4 (.1._ )1 i i -1- 1 2 1.0 1 i I IT (JO 1 \4 I 1 1- 1 I I MEI JONI SHUTLER 11.11111111MIE CONSULTING MEW MEI ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 a 1 1— VVQ11 L ie-a) t (.0 o■ I Lc' VII IS 1- r I 1 rcql )(i A,)(h)(i 1 44 44 r 'r 1 i Ye. 1- /J A 4 fi-)(_4' 1„ 4 A i zl' jr- 4 I 1 t )+-C -4 3 e$ I I I JOB V 1N1 P\ C., SHEET NO. 11 4 k- OF CALCULATED BY DATE 1/19 ii0 SCALE 1 I 2_ o i 1 9 LS) 4 A I• r9A4,t i I .2 I I T- I I .16 I 0 t I j 1 1 1 1 14 I 1 1 I I 1 I ci-s*--- T In'IDI'ei. 1 L Iti V2,0 10" 0 11 2 0 ti 2_d, 0 1 t 1 I J111 4 LL .t *'C 'krir\ 2't'j W AV C.L.. qA)Vr 1 ---1- V- 14 .&.--0— l' '0 4.(P,-(0 1- 1 11° .t0 e I I i -2..• i I III MEI SHUTLER CONSULTING Mir WM MEE ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 I r1 j 1 Li (W T T c), A';'Ac.:v\ Ovvc" jvc,im V 5 La 1 1 I 1 U2_00 Up° 1 1 ilt-P a 0 J I t 1 JOB MQV- 0 Avt54,-■C SHEET Nrr! Vfk CALCULATED BY 51 DATE SCALE 4 r N I OF 4 1 j 1 L Mild= MM. MEW NEE SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 1 1 i I I I I 1 1 1 1 I 1 1 c, 5 (I i I I 1 I SLA49- '5- I 91.1. ilOW•J 1 1-7 .-?__I. 1 1.• 1- r 1 t_ t I L T __A(l 1 1 1 1 _I )/1.11- 1 1 b 4 i° a IA 1' )ti i t 11 L i /64‘Q,/ I 1 1 I I 1 t 1 1 1 cA 1 pt _2-_,,, I 1 L.4'. 1 1 14 L ..0,_ ;vv,,..40. 1 1 I v i -t .c. `6 1 1 I I I 1 -1- 11 -1 }L 1 t s 0 0 c 'S tc li 1 I a t i_. L L 1 1 I I --c•■,- 2 ,Ti, t u i I 1 .2rb• •/"Sc-vv i f.,,..;\..1_5 77 1. Lo Cs): QZ4 Sioti I I 1 i 7 l I I I I JOB \2-Ptv4-- SHEET NO tt CALCULATED BY ST DATE e( (7 SCALE -4— t,Jt,4,14.5-t I OF t r 4. I I in 1 EINI I MEI 1111■111 NW MIMI 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 DATE 1 12 (425) 450-4075 FAX (425) 450-4076 SHUTLER CONSULTING ENGINEERS, INC Vi\V ftVc:( C A JOB c, SHEET NO CALCULATED BY SCALE 1 1 1 1 VJW\l(n 046, is A Ai c;Lint'cl 1 T if -r 1-- I 5- f t- .7,"' t iii?1 9_ 1 D,0 ?ti •1 1 si.,./ y 1 1 1 1 --4- --I----! ■I•ksut-Pc(, ,0,) 2 0 es i i 1 1 ---i-- I r i 3 3-1S- i _...1 I..A 1 i 1 1 c;( I 1 I I i i 1 1 :11 I I L-rl I --I 4 7-1 1 1 i 1 1 I I k I 1 Q3 Osfi 1 --Th,.9: i, zi! ,1 671 'Ls' i 1 .5 1---- 1 1 F i I i I I I 1 1 1 1 1---- 1-- I I I i 1 iL 4 )4 I ffi 6 7 t> 0 i! ri‘ .1(9 cA rH Li ES ta, 2 71- 1 ct t 6,4 APS L.- S o, i di) r'- -J. 1 1 0211.n. 1 1 t-- w..!,/-. OC k 7 i t A e... L VA CC) '9. i e$, i 1 1 6,2,pi 11 ---/It o 6 72:qq, 1 r .144,o;t ch Z f 11 I j VT14.V. I 1 .7. 7..: JP L 4 I I I I I OF 1 1 CIA4 C fr) k 19 k_tr. .)5.-Tt,r•e? VI J I 1 Ma AIM IIII IOW VI= pL\ p 1 w1C, y‘o i I A I Lofo___ 1 o1 a 1 f: cot 1 1 i 1---- v 0 Li. ._____S t) 'd 11 iff _12-_/_,1- I r A- 1: q H e -4,- 4 vip_ D e ';-1*- i 1 1 0 Sy..4_-_• F_Y il I i I I t 1-__. A 4, 0 0 000 opFp_li I I i 1 1' it...----'1*----1------j?'---- I i T i 1 fl--4- -1 .,4 L... i•—__ iv.0 i ri) /40 p<) 1,, I I i. 2 1/4. W ■\0 ..1 1 S 1 4) -i 7— '5* it—P.5o totg 1 4-n--1 -1--- 1 /L r SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. CALCULATED BY S1 DATE SCALE 0 5 0 2 A A A 0 0 L: n 11 L/ 2, 4_ 07 )11 1 I 1 H 4s I 1 I (T 1 I 4-140 1' J I) •\,f( 1 -1 �'J )s Tr 01' 6 OF /Tr 4-1-0,- --i-- I 1 -4- 1 1 r ..1-- s... 1 El.-14- r I I-- I I i 'TIM* r-4 4 ‘ii• (rt-1 1 1 tr) 11,1 fp 11 1 f4ii I 1 1 1 I i i I C 91 vie.:64 ji- c4:s sm cil Viii) 1 1 I I I-- -I-- L.- A1— i 4 Jet ts 1;/1 Is r 1 I 900 ct ts)( 1-- /MI Mali Man NNW MIMI 12503 Bel Red Rd. Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHUTLER CONSULTING ENGINEERS, INC W t JOB 1 i 1 i V tsjk te)o oiL I t -1 0 :1 4-1[1- i siA.ocs '11 `V AtiLl 4 ilvq(d'i'e51 1 t i 1 i 1 i I 16 t 4-.1 I ..4 AS Cl.... 0 0 v‘ .4 9C.>7 6. f -1 A 1_, )1 1 e., I I Ime i L i) tts 0 0:5 4.1.----(1fiLi -4 c) .4.k. 1 .1.. i .i. 1 i s_oAQ50N3 L_vsAicc),-t-kic\e:72- (1.0,,u.-- tioi 7( ,011-v r SHEET NO. CALCULATED BY DATE 1 SCALE r t o f I I I 0,3 ,o0, OF I Ma 1— AM MIA IME SHUTLER CONSULTING ENGINEERS, INC I JOB SCALE SHEET NO. %\A(2' CALCULATED BY SVA DATE 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 I 1 i .1_9 0 1 epoe„---ri:Cp 4,1,0 1 l' Lk 1 -1----- ---4-Lo---- 1-"Lb 1 I Y 1 fe I 0 atti,'41 t l Ot)C711k P/ •1 1 M.1 i V I I 1'1 •1 _i NI/ I', 1-------r- 1 i I ZiXIA4 1--- I I 1 i .g) 1 J._ (_1 2- _2_, CO, 4 itio 1 I i 1----- 1 i 1 5 b` I I I -i--- +.----1---- --i-, I _i h 1 I 1 1 1- L i LP •1- 5 ,'S si. 1 .1-(0.P_$_ ri L___[ i 1 Ilisy 5i i 1-t 'a A_. 4, IP1 L 1 46 r I Li— 2'20 if( 1 9:- WY 1 11' 1 1 -/L 1 t,, ls i 4.,c53 L \)t.-s--; c)it Li: 4 1--i246,'Pri4 i s ic Al2 13 1 1 I 0 141 1 OF 1 sv 1 i I t k .1 1 (r_ u 1 4. 1 N,QQNJ s: Mal -U NMI I. 4 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHUTLER CONSULTING ENGINEERS, INC 1 1 JOB SHEET NO. °)k C t CALCULATED BY DATE -1 1 44 44 '1' Aw\e4\644- OF 1 I st2' 1 I 1 5 1 "it,r22_.\1 1 I I I I I 1 1— -1- 1- 1,: --1-----1-• '61 ---1 It1 \l e 1 A A 1 1-- 1'° l• --f- St 1 t 1 01 C AI 1 I 1 --I- 1--- -I. 4 -i••• 1 i .54 cjt_ -1 v I -1 1 1 --1,—•____[. i 1 1 I i •--I- i- I I I i I r I I 1 1 -1— 4 I I 1 1 I --t- 1 MIN AIIII MEI SHUTLER Mk CONSULTING IMIPF MEM ENGINEERS, INC 12503 Bel-Red Rd Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 1 1 I 1 S\1)P0 0. 60 ii 0 _i. 's i\'‘)/rk= 1 1 1 r 3 n I.% 1 1 I i v■z;) I I 1 1 4 X'' Q VI e-- '1 Wifc; (-7 1-) OS tic) i 1 1 1 •b rc- 1 blblA /1 u -[-c, 5S k est I4 1 4 la S:t 1 1 I I •---t-,- -1----- -1- 1 1 S t) q "±:i S L '6 5 il,,,1-5' I i i 1 1 1 I I I I 1 92 p ILstA-3, 7. O i t- 0 A L .1- H hq 5 eA( I a 1Q5.oJ t41 I JOB SHEET NO. kVA C- CALCULATED BY DATE SCA' F t- lte-z I \!t )4 k 2 2s qvi\N- Avsile4tc-A 1 1.10 ktn 0 7 OF 1st r 1 4. 4- I _I. 1 SH UTLER CONSULTING ENGINEERS, INC 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB O Po SHEET N(1 CALCULATED BY C 19 DATE SCALE -1. ---1 t A it 1 fk\1:0 Q.00 is(s-= :A. ti PSf 1 (vAit<1 s tv9" IC) -1 I./ v ttio A1.7it% L. 4 k 11.,i2j I 11 J_ -t- r 1 1 0 L %-K -a,Pkv■,..uz.. /$4 L 1- (0 -I- N 2 11 i -....J, 1 a --1- ts p t I 1 q-i- '-'4 ,i SIN, N)■ 1 r i- A I rl- L— ce 1 /To A S I, j 1 1 11 L. j 1 OF hok iL (.2 tool 3bcp t 1... votV.x.. 1 I, c*It-lr-v-A 3v4 6 r.* i Sbio 50b 4 pri i» l'Ac 1 1 :i._ I I. kic 1 1- if.V ii1r2C2_ C I, L) ki l' J r )1 4, 0 1 1 _1()`\ i___ I i i L i N,,,,,,,, tz;1( 5 22 1 5 tA4 g•lk\" AIM ANSI UM II SHUTLER CONSULTING ENGINEERS INC 12503 Bel-Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX 450-4 m SHEET No. STUD WALL DESIGN COMBINED AXIAL PLUS BENDING Description. :StUCI wait at hign1COf Uniform Axial Loads on Wall Dead Load Live Load Snow Load Lateral Loads on Wall Dead Load Live Load Snow Load Wind or Seismic Stud Spacing Stud Height Stud Properties Size Grade 2 DE#2' Area 5.25 Case I DL Only «=OB} FoE=(KoE (le /dr2 Axial Load (pounds) 333::09 Pounds per foot 08 Pounds per foo 247 00 Pounds per foot fa (PSI) PSF PSF PSF PSF DQ: Inches on center Feet M o Parallel o Perp 1:5UO S 3U0 530 Fc*= D 0 L. Fb JOB e)R1 e(a0 CALCULATED BY CHECKED BY DOL F6 Width Depth KcE=0:3D OF 0 DATE DATE Design Bending fb Fn Unity Height Moment (PSI) (PSI) 666 00 126 86 4 33 0 00 0 00 1231 50 0 011 Case II DL+ LL 666 00 126 86 433 0O0 0 0 231 50 0011 Case III OL+SL 1160 00 22O95 433 O00 000 134740 0027 Case IV DL+T5°LL+75°SL 1036 50 10743 433 0 0 00U 1509.24 0 01 Case V OL+VVL 08000 12086 433 2344 0183 1599.24 0O51 CasaV| DL+75YLL+SL+VVL) 1036 50 197 43 433 1758 68 87 1590.24 0 050 AMMI AI EU MEE SHUTLER VMS 11 EEO= CONSULTING 12503 Bel-Red Road, Suite 100 Bellevue, wm98005 (425) 450-4075 FAX 450-4076 STUD WALL DESIGN COMBINED AXIAL PLUS BENDING Uniform Axial Loads on Wall Dead Load Live Load Snow Load Lateral Loads on Wall Dead Load Live Load Snow Load Wind or Seismic Stud Spacing Pounds per foo 0100 Pounds per foot 1001)0 Pounds per foot ;.4: co Inches on center Stud Height 3'33 Feet JOB SHEET No. OF CALCULATED BY CHECKED BY -08O PSF 000 PSF PSF PSF 1i}0 Stud Properties Size Grade M 0 E Fc Parallel Fc P Fb Width Depth 2x4 1 552 �3 50 Area S 5.25 30W 530 Fo~=O[>L KoE~iO3D le= K*L K= DATE DATE Axial Load fa {]onign Bending fb F'c Unity (pounds) (PSI) Height Moment (PSI) (PSI) Le (F\] (Ft-Lb) Case I DL Only 45400 8048 333 00O 000 138500 0004 Case II 1385 001 0 004 Case III OL+SL 0720O 1280O 333 0 0 00U 155G77 0 00 Case IV DL+ 75*LL+ 75*SL 01750 117 62 333 0 00 0 00 2004 36 0 003 Case V DL+ WL 454 00 86 48 3 33 113 66 445 37 2004 36 0.213 Case VI DL+ 75*(LL+SL+WL) 617 50 117 62 3 33 85.25 334 02 2004 36 0 163 t -71 ~1 /2' //D MN Mill MK 111111, SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 I I I i Asc I 1- I '7A_16. 1 1 1 1 .3_ri k .V.P..ii ti\l',. Q' es (-2s .-7-'- 5" 12 i F i_ 1 4 k Pii f 1. 1 5-xlat (6t- 9 i 9 ,()V ---'1 1 i I l .\•4 1 et)Qiro ---4- 1 -„.1_,,......,N.---it.- 1 --f 1 I I I j -----i- I 1 t i 1 --T-i il i 411 1 __01,\ 2_ 'E'C.; i r 1 4- 1 i 4 1.- 1 N m t cbas' --1.10 1+4 •r:( 1 ---1 L I 1 1 I i i 1 1 I -I -,i- 1 I --i.- f I I A'sv, -f 1 c;p (.0 4)sA i 5 1 i I 7 ---I--- 1 1 I 1 L 4‘ 0 0 t e.,D. tC I K 9'3! ;t- I 1 1 1 1 VI r t Al c i \I ;k: e 7N t4 t- 14). 0 rk_L-1 Clir -1 L- \,j0L•PL 00. 31 s.,21 4) :L_Ive IC ,AIL.4 Lor1/41) --1--- -1-- -I-- 1 1 t,-- 11-95 ti,' s' )-i" q b 1 --r i'eS% 1 Itgi 4 0 1°) 0 r-H V a -1 401 c:; 4 pi 1 ■)'k\ cv:T i 1 I 1 .6■ P I 1-41 0 SCALE JOB si6\40v_ 600 GA SHEET NO r OF CALCULATED BY DATE Ltt60 111111fr WEI 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 1-1VC Lof C Ccof 745 Ok>t,), ok.e4,1,Ag.o 9 2-.55 1:4451\ L—"1 Vbr 4Ai IA< Lo 't Leo SHUTLER CONSULTING ENGINEERS, INC 1 6 0,?.. 4 T.):) zit_) os bteIC\I\j4" firA,1:4 SHEET NO HVA OF JOB CALCULATED BY S 1191 DATE .24/ SCAT P t'2 Loeoo AQIrc C*1 tja■ kJ' k'rr 11 4-- Wo Aolj'fiTi SidolK L 4 Pc,SSJAtir: ybc,. c 'b D..400 )--Rpo f v s) 1 -i 1 0 5-y /e2 (61 4)(o t- -_Ito(ofs) let Of 4- -1; 1 AIM Mel 1111i111 ‘101 A SLJL 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 1 L._ -L AA I i SHUTLER CONSULTING ENGINEERS, INC tko 4, 1 1 O 2 1 4 'DM Il AL- JOB JOB SHEET NO•ffr I CALCULATED BY Sal' DATE I /I SCALE vD1,'' 1b0111-11:1 SLIDg 01- D Vbcp L.vb %,ps 4 1 -T,- I: I Lit L3 0 OF 4-- kt; Ist.9 id s 1 1 _L NEM MIN SHUTLER CONSULTING NNW MI ENGINEERS, INC 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 -4 I 1 7.). 1 9:1.1 1 1 I i 1- 1 1 S 1-0-4 adkA-4 1-4(tio44 JOB SHEET NO. t II OF CALCULATED BY S .1191 DATE Cf t21 bi SCALE 4 '1 1- f A Ci t .2 1 4 lq ps, k S A b ‘1,5 1°1 I i 0,1fr L( 7, 6 15" t916__ o AliA "1 1 1 I I I I t I ---F itIC6-k l 4\lak 4 4- 4 64/ t IC.-C*Y\ 1 T i e; _c„ i t 11S F k Lifi I I_ I I i j q I LL.loo l ti_' t4.. 0- 1 A-kvAc, Loit1/4C),cf 1 _i__ i 1 L.4-r 4 \-0- 0. I- I 1 Li:, \-,r__vs 1- kvt-- I I I 1 L .I. L. N .L__ 1 i_ I I I f ISQ i ,$e I(b It I f I I CO 9. i 1 1.. dF1-' ,i_ 1A.V,i )9tr 1 1 1,,i__ .1 c ""i 1 64 f( )1- i--- -1-- t I L 1-- 1 .ti i t _i. r 1- 1 1 I 1 110 ---1- i L 4'i '`..-i-k R.... I 9.4,t44 (40 it) 1 i 1 1'* 1 110 Atilr, la je0,2,4 1 Ito b .-4((2 II k? i I II 41 i--01,1.,[b 1 i 1 A L C S r —f- -1. _i_., __1_ (Ai h4 7 4 r :1 167 t Eile 2•4 ‘e..) p_ 6.1. -4._. 2- l '''/''')(i 1 11:6" ii Oez Arti14: i 1 -I 's 1 0 1,01- 1/ I- I 1 1 ARE loam 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHUTLER CONSULTING ENGINEERS, INC JOB (\(-)A 1 1\4 C5 eVAVld- i-VPS t°.) SHEET NO. OF CALCULATED BY DATE .)ID lb bill 1(0 SCA' F f -t- 1 1 1 dostiatssi Nor mum SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 i •i C' L■ 1-44 4 I 1 1 .,W' li 000 t-LIA I -1 4 1 1 I. 1 AV I ‘.110 1 I 1 7 I 7474777777 7 i F" .....„1.....• ......r..„,.--,.. -10 :_s 1.2. c t' kV 'I -1 I '11 1 IP 1 L5seL 41,41' <.i2.4 ‘v s' 1 1 4 I-1 1 )poc\''l I -4-- IL L9 -11 I 1 1 j •00, i 2L 11 4 r t 5zad 1 (9U,Y, '1 \fillite) JOB MW14-- etic_A SHEET NO. tt CALCULATED BY DATE ,i?)/ 4 SCALE r -i 1 90:\6•_ ,A ‘-'4?- 250' i I --)904-VE./ hio keo (h0 --1 T I 1 s OF .1. 1 I -4 1 1 Lt t I I I LII I fcerl itivteorti, E1.4,:jTis\t t I _I_ r I- 1 1 i i i-jt I i i I Iii 01 I i 1 I MUM IMF Ili IL I DI -it L I zi-2_ 41: Ef? C) 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 n( 1 70_141, i a 1 SHUTLER CONSULTING ENGINEERS, INC r 1p o;o 93 I \■et t I 2 1,i 1- 1 10 IT La. 1- I 1 T c j L, 0---- 2,51. i I r 1 tO ct 1.- fA 1-3.(6*- 1 t s (A' t -1 8 !esit Q P'D BC.n 9/19! 1._ JOB 4A. V 10A- 4- k4A -2.47 SHEET NO. OF CALCULATED BY DATE SCALE c.\tt. I I 141 I L i r53,i I 1 -4 H 1 i r- T A 11s t MEM AIM SHUTLER CONSULTING Mir MEM ENGINEERS, INC 12503 Bel Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 L 1; a9V t._ 1 La ki\ Rt3 i tt ,„p e cit 01 S!! g !O) 31,5( 4 L 2S S)( ,r fit1P1-- LOW 2) )-b\e/p r 1 0.4 !IA 0 1515 4 SCALE. JOB M i\- A L CA SHEET NO. --1\14 C— —21 CALCULATED BY DATE (26 /.1 1 n' 1-400 CI,X 0 t) 1,c• q 0 A osi z. -2L LOp tyb\o/Pt (..-L ft ud)- iv k.4 VccX i cacivt_ 1 00 Ir T 4 b 4 V 5 5 1 t Lj iv 012— OF f I f 4PIK 134-1 y-er t r (boo 95 1 14A afa ogas SHUTLER 1111101111111.111j; CONSULTING 110.31110111111.11 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 t: (425) 450-4075 FAX (425) 450-4076 kP3' 51 7: 61, \\we) T JOB SHEET W' CALCULATED BY DATF SCA tODOL— AtICP OC U rA, ,OF 7( obc!p Ac‘ AIMM SHUTLER Mae 6111111111 CONSULTING NEW MOM ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 r 4-- ,,T V k-..-1..f` 1 1 tni 1 I 1 c..)4 L) k>i4tic,i (LOA-01 1 1 L L ),D: ---tpHt„,)0 )-')..-.0'gr ,i UL'- C- 9 -1 i f 1 1 1 _A. 1 t T 1 1 1 1 ni. i i /0 4 1 -\-1,1__..-, II 2J- elk21' I 1 1 ---1-- 7--- 0 S 46 14 1 1 P, J 1 °°4 1 1._ 1 1 J._ 0 r) 0,t 1 I 1 N.Let, 2, (7 4 41.„ 4 4 Arkia t eft' 4149;:ze,,rgi 'oobq 1/4‘0 citi4 4 0 r 1 I i 1 1-- 1 i S i V V 'r tc0 c /9 P ,*,i,_ -7.) 1 kAo. -4-'---- 1 cp '13p 4 de0.c\" el> PCM1 1 1` i 1se of! 1! t 1! 1(05)61 •Ei,c6 1 J 7Th‘ 1 -41(1 1 11.05- 6 s '4D r1° 6 14 1 kv 1 JOB SHEET NO. CALCULATED BY DATE f I IP SCA! 6 04 41, 1 -1- Ubli! 4 beiNA1.- o Ai'Vikt-4A- i-‘4Ptc..— OF ft 1: t r Conterminous 48 States 2006 International Building Code Latitude 48 11 Longitude -123 44 Spectral Response Accelerations Ss and S1 Ss and S1 Mapped Spectral Acceleration Values Site Class B Fa 1 0 Fv 1 0 Data are based on a 0 009999999776482582 deg grid spacing Period Sa (sec) (g) 0 2 1 121 (Ss Site Class B) 1 0 0 472 (S1 Site Class B). Conterminous 48 States 2006 International Building Code Latitude 48 11 Longitude -123 44 Spectral Response Accelerations SMs and SM1 SMs= Fa.xSs and SM1 =FvxS1 Site Class D Fa 1 052 Fv 1 528 Period Sa ('sec) (g) 0 2 1 179 (SMs Site Class D) 1 0 0 721 (SM1 Site Class D) Conterminous 48 States 2006 International Building Code Latitude 48 11 Longitude 423 44 Design Spectral Response Accelerations SDs and SD1 SDs 2/3 x SMs and SD1 2/3 x SM1 Site Class D Fa 1 052 Fv 1 528 Period Sa (sec) (g) 0.2 0 786 (SDs, Site Class D) 1 0 0 481 (SD1 Site Class D) Latitude and Longitude of a Point r tTouchivlap corn rolobiiL nd De..ktu A:. Home Latitude and Longitude of a Point Latitude and Longitude of a Point Try out the Gooale Earth Plua -in Google Earth gives you a 3D look of the area around the center of the map which is usually your last click point, and includes latitude, longitude and elevation information To find the latitude and longitude of a point Click on the map Drag the marker or enter the. Address 134 west 8th street Port Angeles wa 98362 Go Map Center Get Address Land Plat Size Street View Gooale Earth 3D Area Photoaraphs Clear /Reset All Markers Latitude. 48.1134 Longitude 123.441 Note Right click on a blue marker to remove 4 l Center Red Marker Get the Latitude and Longitude of a Point When you click on the map move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below Degrees Minutes Seconds Maps I -it .ry cat,) I Places I Google EEarih I Cities I Earthqualo 7 Latitude. Show Point from Latitude Decimal Deg. Latitude Decimal Deg Longitude. I Show Point and Longitude -1v ZS Example. +34 40 50 12 for 34N 40' 50 12' Degrees Minutes Seconds Use this if you know the latitude and longitude coordinates a point and want to see where on the map the point is. Use for N Lat or E Long for S Lat or W Long Example +40 689060 74 044636 Note. Your entry should not have any embedded spaces. http. /itouchmap comllatlong.html 7/19/901 n 'i OMNI®— SHUTLER Ma Ilk® CONSULTING I IGEN _r ENGINEERS, INC 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 Wind Criteria. Occupancy Category I II III or IV Hurricane prone region with V 100 MPH Y or N Wind importance factoi I Basic Wind Speed 100 MPH Exposure c: Average roof height .25''00. ft. Roof angle 0° to 7 K 100. A 1 35 Pnet A zt 1 1N Pnet30 Zone Areal Pnet3o (PSF) 1 10 7 30 18.00 1 20 6 90 17 50 1 50 6 30 16.90 1 100 5 80 -16.50 2 10 7 30 30.20 2 20 6.90 -27 00 2 50 6 -30 -22 70 2 100 5 80 19 50 3 10 7 30 -45 40 3- 20 6 90 37 60 3 50 6.30 27 30 3 100 5 80 19.50 4 10 18 00 19 50 4 20 17.20 18 70 4 50 16 10 17 60 4 100 15 30 16.80 4 500 1340 1490 5 10 18 00 24 10 5 20 17.20 22 50 5 50 16.10 20 30 5 100 15 30 18 70 5 500 13 40 14 90 BAR JOIST D L. to resist uplift Spacing Span Tributary Area Wind Uplift Net Uplift Specify File Wind Components ASCE 7- 05.xls Pnet (PSF) 24 30 23 63 22 82 22.28 40 77 -1 36 45 30 65 26 33 61.29 50 76 36 86 26 33 26 33 25.25 23 76 22 68 20 12 32.54 30 38 27 41 25.25 20 12 8:00 PSF 200. Ft. 8 75; Ft. 17 50 Sq Ft. 24 30 PSF 16 30 PSF 16.30 PSF Modified 12 7 -07 JOB Bank of America SHEET No. `t P CALCULATED BY STG DATE 7 26-10 SCALE WIND LOAD ON COMPONENTS AND CLADDING Gable Roof (0 n Interior Zones roof 1 wall 2 jar fl N 1' -00 A End Zones F=r, ta.z .2a„ roof 2 wall 5 JOIST GIRDER D L. to resist uplift Spacing (Trib Width) Span Tributary Area Wind Uplift Net Uplift Specify —2q OF Hip: Roof (7 0 27 �r Gable Roof (7° 8 45°) 0.0.0. 000: 00.0 0 00 0:00. 0 00 0:0.0 >s> roof 3 Corner Zones PSF Ft. Ft. Sq Ft. PSF PSF PSF City of Port Angeles Community Economic Development Department Building Division 321 E. 5 St. Port Angeles, WA 98362 360- 417 -4815 360-417-4711 Fax SEISMIC D -1 FROST 12 inches moderate STRUCTURAL DESIGN CRITERIA SNOW 25 psf minimum roof snow load drift not included WID 100 mpfj category D within 1 500 ft of shoreline !category Ct beyond that CODES IN EFFECT T:Forms /Building Division /Structural Design Criteria Codes in Effect 2009 International Building Code (IBC) 2009 International Residential Code (IRC) 2009 lnternational_Mechanical Code (IMC) 2009 International Fire -Code (IFC) 2009 Uniform Plumbing Code (UPC) 2006 Washington State Energy Code (WSEC) 2009 Washington State Ventilation and Indoor Air Quality Code (VIAQ) 2009 International Property Maintenance Code ({PMC) 2008 National Electrical. Code (NEC) 2003 American National Standards Institute (ANSI -117) 1997 Uniform Sign Code (USC) 1997 Uniform Code For Building Conservation (UCBC) First Edition Washington State Historc Building Code (WSHBC) For more information regarding Washington State Building Codes go to http. /www.sbcc.wa.aovisbccindx.html For more information regarding City of Port Angeles construction codes adopted and amendments to international codes go to the Building Code Chapter 14 03 at http.// www .citvofpa.us /municmalcode.htm 134 West 8th Street, Port Angeles, WA Google Maps Address 134 W 8th St maps Port Angeles, WA 98362 4.: ":4. (Y. 4)„ '1), '-7 ,Y 4 v. fil -F. :I) .q 4 .,nek 1 ?1013N 1-,: 't ;e); 4)01i: -r 1....4 '‘ii -.).)it„ .,1,iri Po d Ap geles 6 3) 1A0c_ 2.`6 Get Google Maps on your phone Text the word 'GMAPS' to 46645 3 .1; 1)) 414 A Si) 4 4 .0.- ".1. 101 0,,,,,... 1... )0. 7, 44443-)), -c..114:21)444:),--1, c 7 5 0 .1 7) 443/ 4 7 'O 1, 0„ 4,;). ,4443/, '16) '9 .1 I, y 6% 't101. ,,s. ‘i 4: -CY'' l',,)f), k.) g Y'll.F.".! I "eoF' A ?('E. •-.3 4Z.i. A, 4 4' t ■1: y .c, 47. k. i. 4.‘ k ,Si -'44 ■7:-.•• 47 ?:6 r A'• '1,, ?)",1 ‘V.)., 7,, r -'0 1 ,F)1;:i),= .7 z.,,,5.3 'Tx.. I. .itm 1, /7 410 1 -,f,: e ZQI 33 W +Yi P' .),:f. t..5 ...,,i, .)4, 1, ..3- f. -e" 'i 4 Si .4- N....:, '4* 7 '4 47 ,A -7 C or ,,,.3- Vt.& ..5 '6 :■.V i ..e. i_ 7 ,c, Pr' Page 1 of 1 http.//maps.google cornfrnaps?f—q&source=s_q&hl—en&geocode=&q=134+West+8th+Str 7/1900 1 n r„, 134 West 8th Street, Port Angeles, WA Google Maps A4' 4 Get Directions Mv Mans 7, 47 ggt %R. 0 skm Address Pk :Aff-2,Y I gigt,.. t 4A, PC.,1 Page 1 of 1 To see all the details that are visible on the screen use the 'Print link next to the map Print Send 1 ,il t t, Link gegg" 41:1 http.//maps.google corn/maps?ie=UTF 8&hl=en&tab=wl 7/1 Q/9(11 n