A-000 C O P Y R I G H T 2 O 1 7

Size: px
Start display at page:

Download "A-000 C O P Y R I G H T 2 O 1 7"

Transcription

1 PROJET TEA ONER DRAING INDEX PENNYLVANIA AVENUE, N GEORGE AHINGTON UNIVERITY 2121 Eye treet, N, uite 701 ashington, D T: F: DEVELOPER BOTON PROPERTIE 2200 Pennsylvania Avenue, N, uite 200 ashington, D T: F: DEIGN ARHITET PELLI LARKE PELLI ARHITET 322 Eighth Avenue. 11 th Floor New York, NY T: F: EXEUTIVE ARHITET DG ARHITETURE 1025 onnecticut Avenue, N, uite 300 ashington, D T: F: IVIL ENGINEER / LANDAPE ILE ENH ORPORATION unrise Valley Drive, uite 200 Reston, VA T: F: TRUTURAL ENGINEER K&A tructural Engineers 1155 onnecticut Avenue, N, uite 800 ashington D T: F: EP ENGINEER DEBERRY 8401 Arlington Blvd uite 60 Fairfax, VA T: F: TRAFFI ONULTANT ELL & AOIATE 1420 pring Hill Road, uite 610 Tysons, VA T: F: ZONING OUNEL GOULTON & TORR 1999 K treet, N, uite 500 ashington, D T: F: A-000 OVER HEET A-001 PUD HEKLIT A-002 APU PLAN AENDENT A-003 FIRT TAGE PUD ODIFIATION A-004 ZONING PLAN AENDENT A-005 DEVELOPENT ITE A-006 APU ONTEXT AP A-007 ITE ONTEXT AP A-008 ONTEXT PHOTO A-009 EXITING ONDITION A-010 EXITING ITE PLAN A-011 PROPOED ITE PLAN A-100 PLAN- LEVEL P3 A-101 PLAN- LEVEL P2 A-102 PLAN- LEVEL P1 A-103 PLAN-ELLAR LEVEL A-104 PLAN- LEVEL 00(I TREET) A-105 PLAN- LEVEL 01(PENN AVE) A-106 PLAN- LEVEL 02 A-107 PLAN- LEVEL 03 A-108 PLAN- LEVEL 04 A-109 PLAN- LEVEL 05 A-110 PLAN- LEVEL 06 A-111 PLAN- LEVEL 07-8 A-112 PLAN- LEVEL 09 A-113 PLAN- LEVEL A-114 PLAN- LEVEL PENTHOUE A-115 PLAN- LEVEL ROOF A-200 OURT PLAN & REAR YARD A-201 IRULATION AND LOADING PLAN A-300 BLOK ATION - PENN AVENUE A-301 BLOK ATION - I TREET A-302 BLOK ATION - 21T TREET A-303 BLOK ATION - ALLEY A-304 ATION- A-305 ATION- OUTH A-306 ATION- EAT A-307 ATION- ET A-308 EXTERIOR RENDERING - 21T AND PENN AVE A-309 EXTERIOR RENDERING - 21T AND PENN AVE ENTRY A-310 EXTERIOR RENDERING - I TREET AERIAL A-311 EXTERIOR RENDERING - I-TREET RETAIL A-312 EXTERIOR RENDERING - ET ALL A-400 DETAIL- FAADE A-401 DETAIL- TOREFRONT A-402 DETAIL- ENTRANE A-403 DETAIL- ET ALL A-500 BLOK ETION A-501 BLOK ETION A-502 BLOK ETION A-503 BLOK ETION A-504 BUILDING ETION- /OUTH A-505 BUILDING ETION- /OUTH A-506 BUILDING ETION- /OUTH A-507 BUILDING ETION- EAT/ET A-508 BUILDING ETION- EAT/ET A-509 BUILDING ETION- EAT/ET A-600 LEED OREARD A-601 LEED NARRATIVE -101 EXITING ONDITION PLAN -102 DEOLITION PLAN -103 EDIENTATION AND EROION ONTROL PLAN -103A EDIENTATION AND EROION ONTROL NOTE -103B EDIENTATION AND EROION ONTROL NOTE -104 ITE PLAN -105 UTILITY PLAN -106 GRADING PLAN -501 EDIENTATION AND EROION ONTROL DETAIL -502 ITE DETAIL -503 UTILITY DETAIL -701 TORATER ANAGEENT PLAN -702 TORATER ANAGEENT PLAN -703 TORATER ANAGEENT NOTE -704 TORATER ANAGEENT NOTE L-01 ITE LANDAPE PLAN L-02 PENN. AVENUE ITE PLAN L-03 I TREET ITE PLAN L-04 ITE ETION L-05 TREETAPE PREEDENT IAGE L-06 ROOF LANDAPE PLAN L-07 GREEN AREA RATIO PLAN L-08 GREEN AREA RATIO OREHEET PENNYLVANIA AVENUE, N APPLIATION FOR ODIFIATION OF FIRT TAGE PUD APPLIATION FOR EOND TAGE PUD AENDENT TO ZONING AP AENDENT TO GU FOGGY BOTTO APU PLAN APRIL 12, 2017 ashington, D eal/ignature PENNYLVANIA OVER HEET cale A-000 O P Y R I G H T 2 O 1 7

2

3 PUD HEKLIT ITE DETAILED TATEENT OF UE LOATED IN PROJET HEET NUBER IN RITTEN APPLIATION DETAILED ITE PLAN LOATION AND EXTERNAL DIENION A-011, -105 OF BUILDING UTILITIE -105 ALKAY AND DRIVEAY -104 DETAILED LANDAPING AND GRADING PLAN L-01, -106 ARHITETURAL PLAN, ETION AND ATION BUILDING FLOOR PLAN A A200 BLOK ATION A A-303 BUILDING ATION A A307 BLOK ETION A A-503 BUILDING ETION A A-509 IRULATION PLAN DRIVEAY AND ALKAY, INLUDING A-201, -104 IDTH, GRADE AND URB UT DETAILED PARKING PLAN A A-102 NUBER OF PARKING PAE AND LOADING BERTH A-001 OTHER INFORATION ITE ONTEXT IAGE A A-009 PERPETIVE RENDERING A A-313 ZONING DATA PROJET ADDRE QUARE 75, LOT 50 AND 51 LOT 50; U-9 (URRENT); U-30 (PROPOED) LOT 51; U-9 (URRENT AND PER APPROVED FIRT TAGE PUD) PROPOED PUD; U-30 (PER AE NO OFFIE OF PLANNING - TEXT AENDENT TO UBTITLE G, U, AND X RE: ETABLIHENT OF A NE U-30 ZONE) PROPOED OBINED LOT AREA: 50,780 F LOT OVERAGE: 49,900 F (98.3%) ALOABLE BUILDING HEIGHT: 130' PLU 20' PENTHOUE PROPOED BUILDING HEIGHT: 130' PLU 20' PENTHOUE GRO FLOOR AREA TABULATION LEVEL TOTAL (GFA) 11 33, , , , , , , , , , , ,149 TOTAL 453, FAR *FLEXIBILITY REQUETED TO INREAE FINAL GFA BY UP TO 2% TO INORPORATE EZZANINE PAE IN RETAIL, ATRIU INFILL AND ONNETION OPPPORTUNITIE. PENTHOUE ALLOABLE GFA: 0.4 X 50,780 F = 20,312 F PENTHOUE PROPOED GFA: 6,647 F PENTHOUE: ALLOED: 20 FT HEIGHT AND ONE-TO-ONE ETBAK. PROPOED: 20 FT HEIGHT AND ONE-TO-ONE ETBAK RELIEF REQUETED - REFER TO A-115. OURT: NONE REQUIRED; IF PROVIDED, 2.5" PER FT OF HEIGHT, 6' IN. REFER TO A-200 FOR PROPOED. REAR YARD (ETION B318.8 ALLO EAUREENT TO ENTER LINE OF PUBLI TREET): IRULATION ZONING PARKING REQUIREENT OFFIE: 0.5 PER 1,000 F IN EXE OF 3,000 F (424,822 F - 3,000 F) / 2000 = 211 PAE REQ'D RETAIL: 1.33 PER 1,000 F IN EXE OF 3,000 F (28,740F - 3,000 F) / 750 = 34 PAE REQ'D 245 TOTAL PAE REQUIRED PARKING PROVIDED: LEVEL TD (9'X18') ADA (9'x18') PT (8'X16') PARALLEL TOTAL P P P TOTAL * *URRENT PLANNED PAE = 335; FINAL 335 +/- 5% OPAT PAE ALLOED - AX 49% OF TOTAL (ETION 712.3) OPAT PAE PROVIDED - 89 OPAT PAE / 335 TOTAL = 27% ADA PAE REQUIRED: 6 TANDARD PLU 2 VAN AEIBLE PROVIDED: 8, LOATED ADJAENT TO GARAGE HUTTLE ATOR BIYLE PARKING REQUIREENT 11- (DR 802) LONG-TER PARKING 424,822 GFA OFFIE - 1 / 2,500 GFA (FIRT 50), 1 / 5,000 GFA AFTER 2,500 GFA * 50 PAE = 125,000 GFA 424,822 GFA - 125,000 GFA = 299,822 GFA 299,822 GFA / 5,000 GFA = 60 PAE 50 PAE + 60 PAE = 110 PAE REQ'D 28,740 GFA RETAIL - 1 / 10,000 F 28,740 GFA / 10,000 GFA = 3 PAE REQ'D 113 TOTAL PAE REQUIRED 118 TOTOAL PAE PROVIDED HORT-TER PARKING 424,822 GFA OFFIE - 1 / 40,000 GFA 424,822 GFA / 40,000 GFA = 11 PAE REQ'D 28,740 F RETAIL - 1 / 3,500 F 28,740 F / 3,500 F = 8 PAE REQ'D 1 TOTAL PAE REQUIRED HOER / LOKER FAILITY REQUIREENT >25,000 F: (IN. x2 HOER) + 2 HOER PER ADDITIONAL 50,000 F, AX. 6 HOER = 6 HOER REQUIRED IN 6 HOER PROVIDED 6 PENNYLVANIA ashington, D eal/ignature PENNYLVANIA REQUIRED: 2.5IN/FT OF HEIGHT = 2.5" X ' = 29'-0" PROVIDED: 45'-0" EAURED TO ENTER LINE OF EYE TREET IDE YARD: NOT REQUIRED # OF LOKER = LONG-TER PARKING * PAE * 0.6 = 68 LOKER REQUIRED IN 68 LOKER PROVIDED PUD HEKLIT GREEN AREA RATIO: 0.2 IN GREEN AREA RATIO PROVIDED: 0.2 IN LOADING REQUIREENT LOADING BERTH (12'X30'): 3 REQUIRED LOADING PLATFOR (200 F): 3 REQUIRED DELIVERY PAE (20'X10'): 1 REQUIRED cale LOADING PROVIDED LOADING BERTH (12'X30'): 3 PROVIDED* LOADING PLATFOR (200 F): 3 PROVIDED DELIVERY PAE (20'X10'): 1 PROVIDED A-001 O P Y R I G H T 2 O 1 7 *OFFIE LOADING REQUIREENT GOVERN 11- (DR 902.2)

4 PENNYLVANIA PENNYLVANIA AVE PRIARY UE DEIGNATION ashington, D AADEI/ADINITRATIVE/ EDIAL 75A EXITING REIDENTIAL/APU LIFE/ ATHLETI OERIAL/INVETENT RENOVATION/REDEVELOPENT OF HITORI BUILDING eal/ignature 75B (51) 50 ATION: PROJET ITE PENNYLVANIA I TREET PENNYLVANIA AVE RE-DEIGNATE ITE 75 B1 FRO AADEI / ADINITRATIVE / EDIAL UE TO OERIAL / INVETENT UE APU PLAN AENDENT 75A 50 PROPOED cale 75B2 75B1 (51) A-002 O P Y R I G H T 2 O 1 7 I TREET APU PLAN AENDENT

5 PENNYLVANIA AVE PRIARY UE DEIGNATION AADEI/ADINITRATIVE/ EDIAL PENNYLVANIA ashington, D 75A 75B2 75B1 (51) 75 B1 50 EXITING (AUING APU PLAN AENDENT) ATION: REIDENTIAL/APU LIFE/ ATHLETI OERIAL/INVETENT RENOVATION/REDEVELOPENT OF HITORI BUILDING PROJET ITE eal/ignature PENNYLVANIA AVE I TREET FIRT TAGE PUD ODIFIATION INORPORATE LOT 50 INTO DEVELOPENT ITE 75 B1 PENNYLVANIA 75A PROPOED 75 B2 75B1 75(50+51) B1 FIRT TAGE PUD ODIFIATION cale I TREET FIRT TAGE PUD ODIFIATION A-003 O P Y R I G H T 2 O 1 7

6 PENNYLVANIA ZONE ashington, D PENNYLVANIA AVE EXITING R-5-D PROJET ITE eal/ignature R-5-D PENNYLVANIA I TREET PENNYLVANIA AVE ATION: REZONE LOT 50 TO U-30 (-4) LOT 51 REAIN U-9 (-3-) -4 PROPOED ZONING AP AENDENT cale R-5-D A-004 O P Y R I G H T 2 O 1 7 I TREET ZONING AP AENDENT

7 PRIARY UE DEIGNATION PENNYLVANIA ashington, D AADEI/ADINITRATIVE/ EDIAL REIDENTIAL/APU LIFE/ ATHLETI OERIAL/INVETENT AHINGTON IRLE RENOVATION/REDEVELOPENT OF HITORI BUILDING PROJET ITE eal/ignature 39 PENNYLVANIA AVE A 75 B2 I TREET 75 B1 PENNYLVANIA 41 A 23RD TREET A1 55 DEVELOPENT ITE - REVIED A2 22ND TREET B1 B A 77 21T TREET A 2OTH TREET DEVELOPENT ITE - REVIED cale A-005 O P Y R I G H T 2 O 1 7

8 PENNYLVANIA ashington, D AHINGTON IR LE K TREET eal/ignature I TREET PENNYLVANIA 22 ND TREET 21 T TREET PENNYLVANIA AVENUE APU ONTEXT AP HITE HOUE cale A-006 O P Y R I G H T 2 O 1 7 AERIAL VIE OF ONTEXT APU ONTEXT AP

9 PENNYLVANIA ashington, D AHINGTON IRLE K TREET BURN BUILDING IF HQ PENNYLVANIA AVENUE 2099 PENN eal/ignature THE AVENUE 2112 PENN (UNDER ONTRUTION) ABULATORY ARE ENTER THE PREIDENT ONDOINIU JAE ONROE PARK ETRO AADEI ENTER 22 ND TREET DITRIT HOUE I TREET LAFAYETTE HALL ARVIN ENTER 21 T TREET HOP AT 2000 PENN 2000 PENN PENNYLVANIA ITE ONTEXT AP cale ITE ONTEXT AP AERIAL VIE OF ITE A-007 O P Y R I G H T 2 O 1 7

10 PENNYLVANIA ashington, D 10 PENNYLVANIA AVE N 1 1 IF HQ PENN AVE PENN AVE eal/ignature 2 11 PENNYLVANIA TREET N 3 I TREET N 4 LAFAYETTE HALL 5 ARVIN ENTER 6 DITRIT HOUE 7 AADEI ENTER 8 ABULATORY ARE ENTER 9 THE PREIDENT ONDOINIU ONTEXT PHOTO cale A-008 O P Y R I G H T 2 O PENN AVE 11 ONROE PARK ONTEXT PHOTO

11 PENNYLVANIA ashington, D PENNYLVANIA AVE N eal/ignature TREET N I TREET N PENNYLVANIA EXITING ONDITION cale 7 EXITING ONDITION 8 9 VIE FRO NE EXITING ONTEXT PHOTO A-009 O P Y R I G H T 2 O 1 7

12 EYE TREET, N De PENNYLVANIA 0 40' 80' 120' cal c ashington, D GREEN AREA RATIO PLAN 1" = 40' L- O P Y R eal/ignature PENNYLVANIA EXITING ITE PLAN cale NN TIE A-010 O P Y R I G H T 2 O 1 7 PENN BOTON PROPERTIE ALE: 1 = 40-0 EXITING ITE PLAN EXITING ITE PLAN O P Y R I G H T 2 O ARH 2017 O P Y R I G H T 2 O 1 6 EXITING ITE PLAN 17 AR

13 EYE TREET, N GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 eal/ignature 8% EL 67.58' LOADING / REEIVING OP ERVIE TRUK 2 TRUK 1 TRAH OP PENNYLVANIA PROPOED ITE PLAN cale 0 PENN PROPOED ITE PLAN N PROPERTIE PROPOED ITE PLAN O P Y R I G H T 2 O 1 6 ALE: 1 = ARH 2017 A-011 O P Y R I G H T 2 O 1 7

14 PENNYLVANIA ashington, D eal/ignature PENNYLVANIA DRY PIPE UP 1 UNEXAVATED FIRE/BY PR/ELE EQ EXHAUT DRIVE AILE DRIVE AILE 6% UP TO P2 P UP 2 EL 24.08' VETIBULE H H PARKING PARKING DERIPTION LEVEL P3 AEIBLE - 9'-0" x 18'-0" 2 OPAT - 8'-0" x 16'-0" 41 PARALLEL - 22'-0" x 9'-0" 1 TANDARD - 9'-0" x 18'-0" TOTAL PARKING OUNT PLAN LEVEL P3 INTAKE cale NOTE: PARKING AND INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. FINAL NUBER OF PARKING PAE UBJET TO HANGE ITHIN RANGE PROPOED. A-100 O P Y R I G H T 2 O 1 7 ALE: 1/32 = 1-0 PLAN-LEVEL P3

15 I TO BE ZONED U-30 RE A GREEN AREA RE OF INTEND TO OPLY IRED GAR ORE FOR E PROJET I OUGH ALL DEIGN L EAN FOR ORE AY VARY & NDAPE ELEENT & OTHER LANDAPE BE APPLIED A IEVE THE REQUIRED DEIGN HO A OF LANDAPING IQUE TO AHIEVE E. AREA ONLY ITHIN LOT LINE ILL BE GAR ORE. THE AND QUARE HEE AREA ARE TO OVERALL DEIGN PENNYLVANIA ashington, ashington, D D eal/ignature eal/ignature DRY PIPE FIRE/BY PR/ELE EQ EXHAUT DRIVE AILE P PARKING PARKING DERIPTION LEVEL P2 AEIBLE - 9'-0" x 18'-0" 2 OPAT - 8'-0" x 16'-0" 36 PARALLEL - 22'-0" x 9'-0" 1 TANDARD - 9'-0" x 18'-0" TOTAL PARKING OUNT PENNYLVANIA ashington, D eal/ignature REEN ROOF I TO BE RD THE FINAL GAR OATION, QUANTITIE E TO BE DETERINED LOP. IVE GREEN ROOF " OIL EDIA) TIO: ONING: U-30 (-4) ORE: ' PLAN-LEVEL P2 04/07/2017 Project 03/15/2017 Name PENNYLVANIA AVENUE N PENNYLVANIA Z ase # Project 06-11GNumber cale L-07 INTAKE O P Y R I G H T 2 O 1 7 cale 6% DN TP P3 DRIVE AILE LO LEARANE 6% UP TO P1 NOTE: PARKING AND INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. FINAL NUBER OF PARKING PAE UBJET TO HANGE ITHIN RANGE PROPOED. EL 34.08' VETIBULE H H ALE: 1/32 = 1-0 PENNYLVANIA PLAN LEVEL P2 cale A-101 O P Y R I G H T 2 O 1 7

16 PENNYLVANIA ashington, D PARKING PARKING DERIPTION PARKING OUNT eal/ignature PENNYLVANIA GA AIN TEL FUEL TANK EL 44.08' E TOR / LOKER FIRE/BY PR/ELE EQ PRKG ATT GREAE INTER. DO TR / FP VETIBULE DRY PIPE RR EXIT 13% UP TO GRADE 6% DN TO P2 EL 44.08' BIKE LANE EXHAUT ENTRY HOER / LOKER P BIKE REPAIR BIKE PARKING DRIVE AILE HV HV VETIBULE H H LEVEL P1 AEIBLE - 9'-0" x 18'-0" 2 AEIBLE VAN - 9'-0" x 18'-0" 2 OPAT - 8'-0" x 16'-0" 12 PARALLEL - 22'-0" x 9'-0" 1 TANDARD - 9'-0" x 18'-0" TOTAL BIYLE PARKING 118 HOER 6 BIYLE LOKER 68 PLAN LEVEL P1 INTAKE ATER TR DRIVE AILE PIT ABOVE G EJET cale NOTE: PARKING AND INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. FINAL NUBER OF PARKING PAE UBJET TO HANGE ITHIN RANGE PROPOED A-102 O P Y R I G H T 2 O 1 7 ALE: 1/32 = 1-0 PLAN-LEVEL P1

17 o GREEN AREA RATIO PLAN PLAN-ELLAR PENN, N LEVEL PROGRE DEIGN PUBLI ALLEY PROPERTY LINE PROPERTY LINE TR PR TANDBY OPEN TO PARKING TR TR AIN ELE ROO EL 57.08' PENNYLVANIA AVE, N 13% DN TO P1 ENTRAL PLANT RETAIL/ OFFIE BIKE PARKING AE LANE EYE TREET, N ELLAR LEVEL RETAIL/ OFFIE UPPER ROOF E RETAIL/OFFIE PIT PENTHOUE ROOF LOER ROOF PROPERTY LINE PROPERTY LINE TR TR T PROPERTY LINE TR TR RETAIL OPEN ABOVE RETAIL/OFFIE 0 40' 80' 120' NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - PAE DENOTED A RETAIL AY INLUDE THE FOLLOING UE: 1" = 40' - ART, DEIGN AND REATION - DAYTIE ARE - EATING AND DRINKING ETABLIHENT - ENTERTAINENT AEBLY, PERFORING ART - RETAIL - ERVIE, GENERAL OR FINANIAL 21T TREET, N NOTE: 1. UBJET ITE I TO BE ZONED U-30 (-4) AND REQUIRE A GREEN AREA RATIO (GAR) ORE OF THE PROJET INTEND TO OPLY ITH THE REQUIRED GAR ORE FOR THE ITE. A THE PROJET I DEVELOPED THROUGH ALL DEIGN PHAE, ATUAL EAN FOR AHIEVING THE ORE AY VARY & EVOLVE. THE LANDAPE ELEENT ON THI HEET & OTHER LANDAPE ELEENT ILL BE APPLIED A NEEDED TO AHIEVE THE REQUIRED ORE. 3. THE URRENT DEIGN HO POTENTIAL AREA OF LANDAPING AND L.I.D. TEHNIQUE TO AHIEVE FINAL GAR ORE. AREA ONLY ITHIN THE APPLIABLE LOT LINE ILL BE APPLIED TO THE GAR ORE. THE DEIGN, LAYOUT AND QUARE FOOTAGE OF THEE AREA ARE TO BE FINALIZED A OVERALL DEIGN DEVELOP. 4. PROPOED GREEN ROOF I TO BE OUNTED TOARD THE FINAL GAR ORE. FINAL LOATION, QUANTITIE AND PEIE ARE TO BE DETERINED A DEIGN DEVELOP. LEGEND: INTENIVE GREEN ROOF (IN. 8" OIL EDIA) GREEN AREA RATIO: UBJET ITE ZONING: U-30 (-4) REQUIRED GAR ORE: 0.20 O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 PENNYLVANIA AVENUE N PENNYLVANIA ashington, AVENUE DN ashington, D F Eighth 9497 Avenue, 11th Floor eal/ignature eal/ignature 04/07/2017 Project 03/15/2017 Name PENNYLVANIA AVENUE N PENNYLVANIA PENNYLVANIA N Z ase # Project 06-11GNumber cale ashington, D eal/ignature PLAN ELLAR LEVEL cale cale L-07 O P Y R I G H T 2 O 1 7 A-103 O P Y R I G H T 2 O 1 7 BOTON PROPERTIE

18 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN EL 64.42' UP ENG TOR OPEN 0 40' 80' 120' 1" = 40' cal L- O P Y R c eal/ignature LOADING / REEIVING ERVIE AIL TRUK 1 JAN TOR TRAH REYLE / RAP RETAIL/OFFIE PENNYLVANIA EL 67.58' DOK OFFIE 8% POIBLE RETAIL EZZANINE ABOVE RETAIL OP TRUK 2 TRAH OP EL 69.83' 16% DN TO P1 EL 69.83' EL 71.58' 8% UP 8% UP RETAIL/OFFIE BIKE PARKING AE LANE E 8% DN RETAIL T POIBLE LAB BREAK RETAIL OPEN RETAIL ENTRANE ALLEY ENTRANE RETAIL ENTRANE PARKING ENTRANE RETAIL ENTRANE RETAIL ENTRANE PLAN LEVEL I TREET cale PENN, N A-104 O P Y R I G H T 2 O 1 7 PROGRE DEIGN ALE: 1/32 = 1-0 NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION & QUANTITY OF RETAIL ENTRANE DOOR ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. - PAE DENOTED A RETAIL AY INLUDE THE FOLLOING UE: - ART, DEIGN AND REATION - DAYTIE ARE - EATING AND DRINKING ETABLIHENT - ENTERTAINENT AEBLY, PERFORING ART - RETAIL - ERVIE, GENERAL OR FINANIAL I TREET LEVEL O P Y R I G H T 2 O 1 6 PLAN-LEVEL I TREET BOTON PROP

19 EYE TREET, N GREEN AREA RATIO PLAN FIRE OAND ENTER DN ENTRANE RETAIL ENTRANE 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 RETAIL/ OFFIE ENTRANE E RETAIL/ OFFIE eal/ignature TOR T ENTRANE OPEN AIN ENTRANE LOBBY EL 71.58' POIBLE RETAIL EZZANINE T 8% DN 8% DN E T PENNYLVANIA RETAIL PARKING ENTRANE RETAIL ERTIE PENN, N PROGRE DEIGN PLAN-LEVEL PENN AVE NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION & QUANTITY OF RETAIL ENTRANE DOOR ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. - PAE DENOTED A RETAIL AY INLUDE THE FOLLOING UE: - ART, DEIGN AND REATION - DAYTIE ARE - EATING AND DRINKING ETABLIHENT - ENTERTAINENT AEBLY, PERFORING ART - RETAIL - ERVIE, GENERAL OR FINANIAL PENN AVENUE, N LEVEL O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 PLAN LEVEL PENN AVE cale A-105 O P Y R I G H T 2 O 1 7 BOTON PROP

20 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' cal L- O P Y R c eal/ignature T EH E T ATRIU OPEN PENNYLVANIA T EH E V T OFFIE PLAN LEVEL 02 cale A-106 O P Y R I G H T 2 O 1 7 PENN, ALE: N1/32 = 1-0 PROGRE DEIGN LEVEL 2 NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. PLAN-LEVEL 02 O P Y R I G H T 2 O 1 6 BOTON PROP

21 EYE TREET, N GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 T EH eal/ignature E T OPEN ATRIU OPEN T EH E V T OFFIE PENNYLVANIA PLAN LEVEL 03 cale ERTIE PLAN-LEVEL PENN, 03N PROGRE DEIGN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. LEVEL 3 O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 A-107 O P Y R I G H T 2 O 1 7 BOTON PROP

22 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' cal L- O P Y R c eal/ignature T EH E T OPEN ATRIU PENNYLVANIA T EH E V T OFFIE PLAN LEVEL 04 cale A-108 O P Y R I G H T 2 O 1 7 PENN, ALE: N 1/32 = 1-0 PROGRE DEIGN LEVEL 4 NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. PLAN-LEVEL 4 O P Y R I G H T 2 O 1 6 BOTON PRO

23 EYE TREET, N GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 T EH eal/ignature E T OPEN ATRIU T EH E V T OFFIE PENNYLVANIA PLAN LEVEL 05 cale PERTIE PLAN-LEVEL PENN, 05N PROGRE DEIGN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. LEVEL 5 O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 A-109 O P Y R I G H T 2 O 1 7 BOTON PROP

24 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' cal L- O P Y R c eal/ignature T EH E T OPEN ATRIU PENNYLVANIA T EH E V T OFFIE PLAN LEVEL 06 cale A-110 O P Y R I G H T 2 O 1 7 PENN, ALE: N 1/32 = 1-0 PROGRE DEIGN LEVEL 6 NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. PLAN-LEVEL 6 O P Y R I G H T 2 O 1 6 BOTON PRO

25 EYE TREET, N GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 T EH eal/ignature E T OPEN ATRIU T EH E V T OFFIE PENNYLVANIA PLAN LEVEL 7-8 cale PERTIE PLAN-LEVEL PENN, 7-8N PROGRE DEIGN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. LEVEL 7-8 O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 A-111 O P Y R I G H T 2 O 1 7 BOTON PROP

26 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' cal L- O P Y R c 9TH FLOOR ROOF eal/ignature 20'-0" T EH E ATRIU KYLIGHT T OPEN ATRIU PENNYLVANIA T EH E V T OFFIE PLAN LEVEL 09 cale A-112 O P Y R I G H T 2 O 1 7 PENN, ALE: N1/32 = 1-0 PROGRE DEIGN LEVEL 9 NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION OF GREEN ROOF AND PAVER AREA ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. - QUANTITY, LOATION, ING AND TYPE OF TERRAE AE DOOR UBJET TO HANGE UPON DEVELOPEENT OF PLAN AND TENANT BUILT-OUT. PLAN-LEVEL 9 O P Y R I G H T 2 O 1 6 BOTON PROP

27 EYE TREET, N GREEN AREA RATIO PLAN 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O 1 7 9TH FLOOR ROOF 20'-0" T EH eal/ignature E ATRIU KYLIGHT T OPEN ATRIU T EH E V T OFFIE PENNYLVANIA 9'-0" 10'-0" 20'-0" 10TH FLOOR ROOF GUARDRAIL PLAN LEVEL cale ERTIE PLAN-LEVEL PENN, N PROGRE DEIGN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION OF GREEN ROOF AND PAVER AREA ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. - QUANTITY, LOATION, ING AND TYPE OF TERRAE AE DOOR UBJET TO HANGE UPON DEVELOPEENT OF PLAN AND TENANT BUILT-OUT. LEVEL O P Y R I G H T 2 O 1 6 ALE: 1/32 = 1-0 A-113 O P Y R I G H T 2 O 1 7 BOTON PROP

28 EYE TREET, N De PENNYLVANIA ashington, D GREEN AREA RATIO PLAN EE LANDAPE PLAN L-06 & L-07 FOR GREEN ROOF 0 40' 80' 120' 1" = 40' cal L- O P Y R c 9TH FLOOR ROOF 30'-1" AIN ROOF eal/ignature 20'-0" 5'-8" E EH ATRIU KYLIGHT T PENNYLVANIA 9'-0" 20'-0" ATRIU KYLIGHT EH E T OFFIE AIN ROOF PLAN LEVEL PENTHOUE AIN ROOF 20'-0" 20'-0" 10TH FLOOR ROOF GUARDRAIL 10'-0" cale A-114 PENN, ALE: N 1/32 = 1-0 O P Y R I G H T 2 O 1 7 PROGRE DEIGN PENTHOUE PLAN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION OF GREEN ROOF AND PAVER AREA ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. - QUANTITY, LOATION, ING AND TYPE OF TERRAE AE DOOR UBJET TO HANGE UPON DEVELOPEENT OF PLAN AND TENANT BUILT-OUT. O P Y R I G H T 2 O 1 6 PLAN-LEVEL PENTHOUE BOTON PROPERTIE

29 EYE TREET, N GREEN AREA RATIO PLAN 80'-0" 21'-11" 10'-4" 9TH FLOOR ROOF 4'-0" 239'-1" 0 40' 80' 120' 1" = 40' PENNYLVANIA cale cale ashington, D L-07 O P Y R I G H T 2 O '-0" 5'-8" NOTE: RELIEF REQUIRED AREA ELL 40'-0" 30'-1" 40'-0" 40'-0" AIN ROOF EE LANDAPE PLAN L-06 & L-07 FOR GREEN ROOF 181'-8" 4'-0" 40'-0" 6'-0" eal/ignature 229'-5" 68'-3" ATRIU KYLIGHT PENTHOUE ROOF 80'-0" 9'-0" 20'-0" AIN ROOF ATRIU KYLIGHT AREA ELL 20'-0" 30'-9" 20'-0" 134'-4" 4'-0" 215'-2" 40'-0" PENTHOUE ROOF 10TH FLOOR ROOF 76'-3" AIN ROOF 31'-3" 10'-0" 6'-0" 25'-0" 30'-0" 131'-9" PENNYLVANIA 6'-0" 4'-0" 4'-0" PLAN LEVEL ROOF 40'-0" 40'-0" 40'-0" 285'-3" 6'-0" cale PLAN-LEVEL PENN, ROOF N PROGRE DEIGN NOTE: - INTERIOR LAYOUT ARE ILLUTRATIVE ONLY AND UBJET TO HANGE ON FINAL PLAN. - LOATION OF GREEN ROOF AND PAVER AREA ARE ILLUTRATIVE AND UBJET TO HANGE ON FINAL PLAN. ROOF PLAN ALE: 1/32 = 1-0 A-115 O P Y R I G H T 2 O 1 7 O P Y R I G H T 2 O 1 6 BOTON PRO

30 PENNYLVANIA ashington, D REAR YARD (ETION B318.8 ALLO EAUREENT TO ENTER LINE OF PUBLI TREET): REQUIRED: 2.5IN/FT OF HEIGHT = 2.5" X ' = 29'-0" PROVIDED: 45'-0" EAURED TO ENTER LINE OF EYE TREET IDE YARD: NOT REQUIRED OURT: NOT REQUIRED; IF PROVIDED 2.5" PER FT OF HEIGHT, 6'-0" IN. eal/ignature OURT B B1-B3 (GRADE TO LEVEL 3,5,7) B4 (GRADE TO LEVEL 9) ADJAENT BUILDING LEVEL 12 LEVEL 9 LEVEL 7 LEVEL 5 LEVEL 3 20' - 4" 22' - 0" 9TH FLOOR ROOF 20' - 0" OURT A AREA ELL PENTHOUE ROOF PENNYLVANIA AVE AIN ROOF PROPERTY LINE OURT A: 2.5" X 36'-3" HEIGHT = 7'-6" OURT B (TEPPED FAADE): OURT B1: 2.5" X 35'-2" HEIGHT = 7'-4" OURT B2: 2.5" X 57'-8" HEIGHT = 12'-0" OURT B3: 2.5" X 80'-2" HEIGHT = 16'-9" OURT B4: 2.5" X 102'-8" HEIGHT = 21'-4" OURT B5: 2.5" X 138'-11" HEIGHT = 29'-0" OURT : 2.5" X 25'-0" HEIGHT = 5'-3" (6'-0" IN.) OURT D: 2.5" X 25-0' HEIGHT = 5'-3" (6'-0" IN.) OURT E: 2.5" X 25-0' HEIGHT = 5'-3" (6'-0" IN.) OURT IN. REQUIRED ATUAL A 7'-6" 20'-0" YE B1 7'-4" 20'-4" YE B2 12'-0" 20'-4" YE B3 16'-9" 20'-4" YE B4 21'-4" 22'-0" YE B5 29'-0" 30'-0" YE 6'-0" 8'-4" YE D 6'-0" 19'-2" YE E 6'-0" 9'-4" YE OPLIE PENNYLVANIA OURT PLAN & REAR YARD cale B5 (GRADE TO LEVEL 12) PROPERTY LINE 30' - 0" 8' - 4" OURT AREA ELL ATRIU KYLIGHT 29' - 0" 16' - 0" REAR YARD AD PENTHOUE ROOF AIN ROOF ENTERLINE OF I TREET 19' - 2" OURT D I TREET 10TH FLOOR ROOF AIN ROOF 9' - 4" OURT E PROPERTY LINE PROPERTY LINE 21T TREET A-200 O P Y R I G H T 2 O 1 7 OURT PLAN & REAR YARD

31 PENNYLVANIA ashington, D eal/ignature PENNYLVANIA IRULATION AND LOADING PLAN cale IRULATION AND LOADING PLAN ALE: 1/32 = 1-0 A-201 O P Y R I G H T 2 O 1 7

FOUR SCORE, LLC 144 STURBRIDGE ROAD CHARLTON, MA, PROJECT: PROJECT TEAM MECHANICAL

FOUR SCORE, LLC 144 STURBRIDGE ROAD CHARLTON, MA, PROJECT: PROJECT TEAM MECHANICAL matthew@ 40.25.0749 c rebecca@ 40.25.0869 c HRLTON, M, 020 PROJET TEM OPE ONER: THE OPE I GENERLLY EFINE THE INTERIOR REONFIGURTION OF ITING INGLE TORY INUTRIL PE INTO ULTIVTION FILITY. INIENTL ETERIOR

More information

Rendering. White Plains Rd & Turnbull Ave, Bronx NY BRUCKNER COMMONS. June B. Fisher

Rendering. White Plains Rd & Turnbull Ave, Bronx NY BRUCKNER COMMONS. June B. Fisher BRUCKNER COONS White Plains Rd & Turnbull Ave, Bronx NY 1043 LEASING: June B. Fisher 201.51.3510 jufisher@uedge.com BRUCKNER COONS PROPERTY HIGHLIGHTS 1 mile LOCATION White Plains Road & Turnbull Avenue

More information

Critical Percolation Probabilities for the Next-Nearest-Neighboring Site Problems on Sierpinski Carpets

Critical Percolation Probabilities for the Next-Nearest-Neighboring Site Problems on Sierpinski Carpets Critial Perolation Probabilitie for the Next-Nearet-Neighboring Site Problem on Sierpinki Carpet H. B. Nie, B. M. Yu Department of Phyi, Huazhong Univerity of Siene and Tehnology, Wuhan 430074, China K.

More information

THE BICYCLE RACE ALBERT SCHUELLER

THE BICYCLE RACE ALBERT SCHUELLER THE BICYCLE RACE ALBERT SCHUELLER. INTRODUCTION We will conider the ituation of a cyclit paing a refrehent tation in a bicycle race and the relative poition of the cyclit and her chaing upport car. The

More information

PHYSICS 211 MIDTERM II 12 May 2004

PHYSICS 211 MIDTERM II 12 May 2004 PHYSIS IDTER II ay 004 Exa i cloed boo, cloed note. Ue only your forula heet. Write all wor and anwer in exa boolet. The bac of page will not be graded unle you o requet on the front of the page. Show

More information

DIFFERENTIAL EQUATIONS

DIFFERENTIAL EQUATIONS Matheatic Reviion Guide Introduction to Differential Equation Page of Author: Mark Kudlowki MK HOME TUITION Matheatic Reviion Guide Level: A-Level Year DIFFERENTIAL EQUATIONS Verion : Date: 3-4-3 Matheatic

More information

Lecture 2 DATA ENVELOPMENT ANALYSIS - II

Lecture 2 DATA ENVELOPMENT ANALYSIS - II Lecture DATA ENVELOPMENT ANALYSIS - II Learning objective To eplain Data Envelopent Anali for ultiple input and ultiple output cae in the for of linear prograing .5 DEA: Multiple input, ultiple output

More information

Solutions to Supplementary Problems

Solutions to Supplementary Problems Solution to Supplementary Problem Chapter 9 Solution 9. a) Bearing capacity factor from Chart 9. for f = 8 : N = 7.5 c N = q N = 0.5 Effective overburden preure at foundation level: 0 = 0 = D g = 7 = 7

More information

Related Rates section 3.9

Related Rates section 3.9 Related Rate ection 3.9 Iportant Note: In olving the related rate proble, the rate of change of a quantity i given and the rate of change of another quantity i aked for. You need to find a relationhip

More information

Practice Problem Solutions. Identify the Goal The acceleration of the object Variables and Constants Known Implied Unknown m = 4.

Practice Problem Solutions. Identify the Goal The acceleration of the object Variables and Constants Known Implied Unknown m = 4. Chapter 5 Newton Law Practice Proble Solution Student Textbook page 163 1. Frae the Proble - Draw a free body diagra of the proble. - The downward force of gravity i balanced by the upward noral force.

More information

Software Verification

Software Verification BS-5950-90 Examle-001 STEEL DESIGNES MANUAL SIXTH EDITION - DESIGN OF SIMPLY SUPPOTED COMPOSITE BEAM EXAMPLE DESCIPTION Deign a omoite floor ith beam at 3-m enter anning 12 m. The omoite lab i 130 mm dee.

More information

X X LU: CSPD Z: CS X X X X X X X X X X X X X X X X X X X X X TRACT "O-1" ATT PROP. X-WALK. S Master Site Data GENERATOR PROP.

X X LU: CSPD Z: CS X X X X X X X X X X X X X X X X X X X X X TRACT O-1 ATT PROP. X-WALK. S Master Site Data GENERATOR PROP. NO. DATE IUE TRACT "O-1" OD TRACT "-1" D. ATT OD E REENRBYNA AUM DR LU: CPD Z: C LU: CPD Z: C FUTURE ETENION PROP. -WALK Master ite Data E ENERATOR COOLIN TOWER ENCLOURE TRACT "O-2" PICKLEBALL COURT E.

More information

Topic 7 Fuzzy expert systems: Fuzzy inference

Topic 7 Fuzzy expert systems: Fuzzy inference Topic 7 Fuzzy expert yte: Fuzzy inference adani fuzzy inference ugeno fuzzy inference Cae tudy uary Fuzzy inference The ot coonly ued fuzzy inference technique i the o-called adani ethod. In 975, Profeor

More information

The Extended Balanced Truncation Algorithm

The Extended Balanced Truncation Algorithm International Journal of Coputing and Optiization Vol. 3, 2016, no. 1, 71-82 HIKARI Ltd, www.-hikari.co http://dx.doi.org/10.12988/ijco.2016.635 The Extended Balanced Truncation Algorith Cong Huu Nguyen

More information

All Division 01 students, START HERE. All Division 02 students skip the first 10 questions, begin on # (D)

All Division 01 students, START HERE. All Division 02 students skip the first 10 questions, begin on # (D) ATTENTION: All Diviion 01 tudent, START HERE. All Diviion 0 tudent kip the firt 10 quetion, begin on # 11. 1. Approxiately how any econd i it until the PhyicBowl take place in the year 109? 10 (B) 7 10

More information

Period #8: Axial Load/Deformation in Indeterminate Members

Period #8: Axial Load/Deformation in Indeterminate Members ENGR:75 Meh. Def. odie Period #8: ial oad/deformation in Indeterminate Member. Review We are onidering aial member in tenion or ompreion in the linear, elati regime of behavior. Thu the magnitude of aial

More information

Ground Floor Plan A3

Ground Floor Plan A3 6 Copper treet Brewery quare Dorchester D1 1GH Ground Floor Plan 1:100 @ A3 ' (12 9m 6m 4.0 3.6 ' " '-5" 5m '-4 (32 (13 Position of incoming services & foul drainage R P 3 (11 m.35 xternal eating 219.1

More information

Answer keys. EAS 1600 Lab 1 (Clicker) Math and Science Tune-up. Note: Students can receive partial credit for the graphs/dimensional analysis.

Answer keys. EAS 1600 Lab 1 (Clicker) Math and Science Tune-up. Note: Students can receive partial credit for the graphs/dimensional analysis. Anwer key EAS 1600 Lab 1 (Clicker) Math and Science Tune-up Note: Student can receive partial credit for the graph/dienional analyi. For quetion 1-7, atch the correct forula (fro the lit A-I below) to

More information

D U P L E X D E S I G N G U I D E L I N E S

D U P L E X D E S I G N G U I D E L I N E S PURPOSE As The City Beautiful, Orlando s vision is defined by a focus on its amenities. One of the key elements of that vision is strong urban design. Attention to building design encourages an aesthetically

More information

Table of C on t en t s Global Campus 21 in N umbe r s R e g ional Capac it y D e v e lopme nt in E-L e ar ning Structure a n d C o m p o n en ts R ea

Table of C on t en t s Global Campus 21 in N umbe r s R e g ional Capac it y D e v e lopme nt in E-L e ar ning Structure a n d C o m p o n en ts R ea G Blended L ea r ni ng P r o g r a m R eg i o na l C a p a c i t y D ev elo p m ent i n E -L ea r ni ng H R K C r o s s o r d e r u c a t i o n a n d v e l o p m e n t C o p e r a t i o n 3 0 6 0 7 0 5

More information

Software Verification

Software Verification Sotare Veriiation EXAMPLE NZS 3101-06 RC-BM-001 Flexural and Shear Beam Deign PROBLEM DESCRIPTION The purpoe o thi example i to veriy lab lexural deign in. The load level i adjuted or the ae orreponding

More information

CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS

CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.1 INTRODUCTION 8.2 REDUCED ORDER MODEL DESIGN FOR LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.3

More information

CIRCLE YOUR DIVISION: Div. 1 (9:30 am) Div. 2 (11:30 am) Div. 3 (2:30 pm) Prof. Ruan Prof. Naik Mr. Singh

CIRCLE YOUR DIVISION: Div. 1 (9:30 am) Div. 2 (11:30 am) Div. 3 (2:30 pm) Prof. Ruan Prof. Naik Mr. Singh Nae: CIRCLE YOUR DIVISION: Div. 1 (9:30 a) Div. (11:30 a) Div. 3 (:30 p) Prof. Ruan Prof. Nai Mr. Singh School of Mechanical Engineering Purdue Univerity ME315 Heat and Ma Tranfer Exa # edneday, October

More information

Energy-Work Connection Integration Scheme for Nonholonomic Hamiltonian Systems

Energy-Work Connection Integration Scheme for Nonholonomic Hamiltonian Systems Commun. Theor. Phy. Beiing China 50 2008 pp. 1041 1046 Chinee Phyial Soiety Vol. 50 No. 5 November 15 2008 Energy-Wor Connetion Integration Sheme for Nonholonomi Hamiltonian Sytem WANG Xian-Jun 1 and FU

More information

Fourier Series Summary (From Salivahanan et al, 2002)

Fourier Series Summary (From Salivahanan et al, 2002) Fourier Series Suary (Fro Salivahanan et al, ) A periodic continuous signal f(t), - < t

More information

Physics 6A. Practice Midterm #2 solutions. Prepared by Vince Zaccone For Campus Learning Assistance Services at UCSB

Physics 6A. Practice Midterm #2 solutions. Prepared by Vince Zaccone For Campus Learning Assistance Services at UCSB Phyic 6A Practice Midter # olution or apu Learning Aitance Service at USB . A locootive engine of a M i attached to 5 train car, each of a M. The engine produce a contant force that ove the train forward

More information

15 N 5 N. Chapter 4 Forces and Newton s Laws of Motion. The net force on an object is the vector sum of all forces acting on that object.

15 N 5 N. Chapter 4 Forces and Newton s Laws of Motion. The net force on an object is the vector sum of all forces acting on that object. Chapter 4 orce and ewton Law of Motion Goal for Chapter 4 to undertand what i force to tudy and apply ewton irt Law to tudy and apply the concept of a and acceleration a coponent of ewton Second Law to

More information

Lecture 2 Phys 798S Spring 2016 Steven Anlage. The heart and soul of superconductivity is the Meissner Effect. This feature uniquely distinguishes

Lecture 2 Phys 798S Spring 2016 Steven Anlage. The heart and soul of superconductivity is the Meissner Effect. This feature uniquely distinguishes ecture Phy 798S Spring 6 Steven Anlage The heart and oul of uperconductivity i the Meiner Effect. Thi feature uniquely ditinguihe uperconductivity fro any other tate of atter. Here we dicu oe iple phenoenological

More information

CSCI565 - Compiler Design

CSCI565 - Compiler Design CSCI565 - Compiler Deign Spring 6 Due Dte: Fe. 5, 6 t : PM in Cl Prolem [ point]: Regulr Expreion nd Finite Automt Develop regulr expreion (RE) tht detet the longet tring over the lphet {-} with the following

More information

Mobile Communications TCS 455

Mobile Communications TCS 455 Mobile Counication TCS 455 Dr. Prapun Sukopong prapun@iit.tu.ac.th Lecture 24 1 Office Hour: BKD 3601-7 Tueday 14:00-16:00 Thurday 9:30-11:30 Announceent Read Chapter 9: 9.1 9.5 Section 1.2 fro [Bahai,

More information

Case Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed.

Case Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed. ARCH 631 Note Set 11 F015abn Case Study in Reinfored Conrete adapted from Simplified Design of Conrete Strutures, James Ambrose, 7 th ed. Building desription The building is a three-story offie building

More information

Design of 25 KA Current Injection Transformer Core with Finite Element Method

Design of 25 KA Current Injection Transformer Core with Finite Element Method 1 Design of 5 KA Current Injection Transforer Core ith Finite Eleent Method HOSSEIN HEYDARI, MOHSEN ARIANNEJAD, FARAMARZ FAGHIHI Iran University of Science and Technology, Tehran, Iran Abstract.Since Current

More information

crown/cap crest α b core/base bedding and/or filter

crown/cap crest α b core/base bedding and/or filter 08a uary of ule Mound Breakwater Deign Equation B oean ide rown/ap ret aror layer, W ay/haror ide DW h firt underlayer h WL toe h t ore/ae eond underlayer B t edding and/or filter Deign Conept/ Proedure

More information

Optics. Measuring the velocity of light Geometrical Optics. What you need:

Optics. Measuring the velocity of light Geometrical Optics. What you need: Geoetrical Optic Optic Meauring the velocity of light -01 What you can learn about Refractive index Wavelength Frequency Phae Modulation Electric field contant Magnetic field contant Principle: The intenity

More information

Context Elevation A3

Context Elevation A3 Context levation 1:100 @ A3 8 Pope treet Brewery quare Dorchester D1 1G o. 8 ARA ft² m² GIA BAM 1,762 163.7 OAL G.I.A 3,805 353.5 IA BAM 1,702 158.1 OAL.I.A 3,598 334.3 I..Z.A. 1,160 107.8 o 8 Pope treet

More information

1 Bertrand duopoly with incomplete information

1 Bertrand duopoly with incomplete information Game Theory Solution to Problem Set 5 1 Bertrand duopoly ith incomplete information The game i de ned by I = f1; g ; et of player A i = [0; 1) T i = fb L ; b H g, ith p(b L ) = u i (b i ; p i ; p j ) =

More information

Scale Efficiency in DEA and DEA-R with Weight Restrictions

Scale Efficiency in DEA and DEA-R with Weight Restrictions Available online at http://ijdea.rbiau.ac.ir Int. J. Data Envelopent Analyi (ISSN 2345-458X) Vol.2, No.2, Year 2014 Article ID IJDEA-00226, 5 page Reearch Article International Journal of Data Envelopent

More information

CONTROL OF THERMAL CRACKING USING HEAT OF CEMENT HYDRATION IN MASSIVE CONCRETE STRUCTURES

CONTROL OF THERMAL CRACKING USING HEAT OF CEMENT HYDRATION IN MASSIVE CONCRETE STRUCTURES CONROL OF HERMAL CRACKING USING HEA OF CEMEN HYDRAION IN MASSIVE CONCREE SRUCURES. Mizobuhi (1), G. Sakai (),. Ohno () and S. Matsumoto () (1) Department of Civil and Environmental Engineering, HOSEI University,

More information

Comparing Means: t-tests for Two Independent Samples

Comparing Means: t-tests for Two Independent Samples Comparing ean: t-tet for Two Independent Sample Independent-eaure Deign t-tet for Two Independent Sample Allow reearcher to evaluate the mean difference between two population uing data from two eparate

More information

s s 1 s = m s 2 = 0; Δt = 1.75s; a =? mi hr

s s 1 s = m s 2 = 0; Δt = 1.75s; a =? mi hr Flipping Phyic Lecture Note: Introduction to Acceleration with Priu Brake Slaing Exaple Proble a Δv a Δv v f v i & a t f t i Acceleration: & flip the guy and ultiply! Acceleration, jut like Diplaceent

More information

Location Map. Subject Site. Project Name: At Home Apartments Request: Planned Development Amendment Case No.: 15-PA Map Area Extent.

Location Map. Subject Site. Project Name: At Home Apartments Request: Planned Development Amendment Case No.: 15-PA Map Area Extent. JURY ROA MARIE R TOWN ENTRE RIVE ENMARK AVE ENMARK AVE BLUE JAY WAY RESTRIE LANE PINEREST T KOLSTA ROA ANARY WAY PROMENAE AVE ENMARK AVE ENMARK AVE OUNTY ROA NO.8 (YANKEE OOLE ROA) UKWOO RIVE REXEL T ROSS

More information

Logic Effort Revisited

Logic Effort Revisited Logic Effort Revisited Mark This note ill take another look at logical effort, first revieing the asic idea ehind logical effort, and then looking at some of the more sutle issues in sizing transistors..0

More information

24P 2, where W (measuring tape weight per meter) = 0.32 N m

24P 2, where W (measuring tape weight per meter) = 0.32 N m Ue of a 1W Laer to Verify the Speed of Light David M Verillion PHYS 375 North Carolina Agricultural and Technical State Univerity February 3, 2018 Abtract The lab wa et up to verify the accepted value

More information

Road Sign Detection from Complex Backgrounds

Road Sign Detection from Complex Backgrounds Road Sign from Complex Bakground Chiung-Yao Fang, Chiou-Shann Fuh, and Sei-Wang Chen ( 方瓊瑤 ) ( 傅楸善 ) ( 陳世旺 ) Department of Information and Computer Eduation National Taiwan Normal Univerity Taipei, Taiwan,

More information

4 Conservation of Momentum

4 Conservation of Momentum hapter 4 oneration of oentu 4 oneration of oentu A coon itake inoling coneration of oentu crop up in the cae of totally inelatic colliion of two object, the kind of colliion in which the two colliding

More information

SQUARE FOOTAGE TABULATION

SQUARE FOOTAGE TABULATION WHA PROJ.N O.: REVIION: CALE: HEET NO. HEET: THI DR AWING &IT C ONTE NT ARE TH E AN Y UE OR DUPLICA TIO N FO R PURP OE O TH ER THAN THO E PREVIO ULY AG REED TO IN RE LATIO N TO THE P ROJ EC TIN DICATED

More information

Determining the optimum length of a bridge opening with a specified reliability level of water runoff

Determining the optimum length of a bridge opening with a specified reliability level of water runoff MATE Web o onerenes 7, 0004 (07) DOI: 0.05/ ateon/0770004 XXVI R-S-P Seinar 07, Theoretial Foundation o ivil Engineering Deterining the optiu length o a bridge opening with a speiied reliability level

More information

Practice Midterm #1 Solutions. Physics 6A

Practice Midterm #1 Solutions. Physics 6A Practice Midter # Solution Phyic 6A . You drie your car at a peed of 4 k/ for hour, then low down to k/ for the next k. How far did you drie, and what wa your aerage peed? We can draw a iple diagra with

More information

ELECTRICAL INSTALLATION CERTIFICATE (REQUIREMENTS FOR ELECTRICAL INSTALLATIONS - BS 7671 [IEE WIRING REGULATIONS])

ELECTRICAL INSTALLATION CERTIFICATE (REQUIREMENTS FOR ELECTRICAL INSTALLATIONS - BS 7671 [IEE WIRING REGULATIONS]) I ertifiate No: ELETRIL INTLLTION ERTIFE (REUIREMENT FOR ELETRIL INTLLTION B [IEE WIRING REGULTION]) DETIL OF THE LIENT lient Yewtree.om Detail: Yewtree Houe Edge INTLLTION DDRE Intallation ddre: heltenham

More information

Ali Karimpour Associate Professor Ferdowsi University of Mashhad

Ali Karimpour Associate Professor Ferdowsi University of Mashhad LINEAR CONTROL SYSTEMS Ali Karimour Aoiate Profeor Ferdowi Univerity of Mahhad Leture 0 Leture 0 Frequeny domain hart Toi to be overed inlude: Relative tability meaure for minimum hae ytem. ain margin.

More information

UVa Course on Physics of Particle Accelerators

UVa Course on Physics of Particle Accelerators UVa Coure on Phyi of Partile Aelerator B. Norum Univerity of Virginia G. A. Krafft Jefferon Lab 3/7/6 Leture x dx d () () Peudoharmoni Solution = give β β β () ( o µ + α in µ ) β () () β x dx ( + α() α

More information

Physics 6A. Practice Midterm #2 solutions

Physics 6A. Practice Midterm #2 solutions Phyic 6A Practice Midter # olution 1. A locootive engine of a M i attached to 5 train car, each of a M. The engine produce a contant force that ove the train forward at acceleration a. If 3 of the car

More information

ZONING DISTRICT REGULATIONS. Table 4-2 Permitted Uses by Zoning Districts Use Types AG RR R-1 R-2 R-3 MH LC CC DC GC LI GI P Addl Reg

ZONING DISTRICT REGULATIONS. Table 4-2 Permitted Uses by Zoning Districts Use Types AG RR R-1 R-2 R-3 MH LC CC DC GC LI GI P Addl Reg ZONING DITRICT REGULATION Table 4-2 Permitted Uses by Zoning Districts Agricultural Uses Horticulture P P P P P P P P P 39.06.002a Crop Production P P P 39.06.002a Type I Animal Production Type II Animal

More information

Cascade Control. 1. Introduction 2. Process examples 3. Closed-loop analysis 4. Controller design 5. Simulink example

Cascade Control. 1. Introduction 2. Process examples 3. Closed-loop analysis 4. Controller design 5. Simulink example Caae Control. Introution. Proe exale 3. Cloe-loo analyi 4. Controller eign. Siulink exale Introution Feebak ontrol» Corretie ation taken regarle of iturbane oure» Corretie ation not taken until after the

More information

To determine the biasing conditions needed to obtain a specific gain each stage must be considered.

To determine the biasing conditions needed to obtain a specific gain each stage must be considered. PHYSIS 56 Experiment 9: ommon Emitter Amplifier A. Introdution A ommon-emitter oltage amplifier will be tudied in thi experiment. You will inetigate the fator that ontrol the midfrequeny gain and the low-and

More information

Chemistry I Unit 3 Review Guide: Energy and Electrons

Chemistry I Unit 3 Review Guide: Energy and Electrons Cheitry I Unit 3 Review Guide: Energy and Electron Practice Quetion and Proble 1. Energy i the capacity to do work. With reference to thi definition, decribe how you would deontrate that each of the following

More information

CHAPTER 7 TEST REVIEW -- MARKSCHEME

CHAPTER 7 TEST REVIEW -- MARKSCHEME AP PHYSICS Nae: Period: Date: Points: 53 Score: IB Curve: DEVIL PHYSICS BADDEST CLASS ON CAMPUS 50 Multiple Choice 45 Single Response 5 Multi-Response Free Response 3 Short Free Response 2 Long Free Response

More information

Linear Matrix Inequalities Based on Linear Quadratic Regulator for the H2/Hinf Control of the Inverter Split Air Conditioner Temperature

Linear Matrix Inequalities Based on Linear Quadratic Regulator for the H2/Hinf Control of the Inverter Split Air Conditioner Temperature Purdue Univerity Purdue e-pub International Refrigeration and Air Conditioning Conferene Shool of Mehanial Engineering Linear Matrix Inequalitie Baed on Linear Quadrati Regulator for the H/Hinf Control

More information

Reference. R. K. Herz,

Reference. R. K. Herz, Identifiation of CVD kinetis by the ethod of Koiyaa, et al. Coparison to 1D odel (2012) filenae: CVD_Koiyaa_1D_odel Koiyaa, et al. (1999) disussed ethods to identify the iportant steps in a CVD reation

More information

INVITATION TO NEGOTIATE DOWNTOWN DEVELOPMENT OF CITY- OWNED SITES WITH PRIVATE SECTOR INVESTMENT PARTICIPATION

INVITATION TO NEGOTIATE DOWNTOWN DEVELOPMENT OF CITY- OWNED SITES WITH PRIVATE SECTOR INVESTMENT PARTICIPATION INVITATION TO NEGOTIATE DOWNTOWN DEVELOPMENT OF CITY- OWNED SITES WITH PRIVATE SECTOR INVESTMENT PARTICIPATION John Zobler, City Manager March 10, 2015 Review of Needs, Wants & Desires 2 2004 Downtown

More information

Permanent Magnet Synchronous Motor (PMSM) Design

Permanent Magnet Synchronous Motor (PMSM) Design Peranent Magnet Synhronou Motor (PMSM) Deign Part 1 General Conideration Peranent Magnet (PM) Motor Charaterized by peranent agnet on rotor Known for it ipliity and low aintenane No opper lo on rotor High

More information

A L A BA M A L A W R E V IE W

A L A BA M A L A W R E V IE W A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N

More information

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps

More information

Alles Taylor & Duke, LLC Bob Wright, PE RECORD DRAWINGS. CPOW Mini-Ed Conf er ence Mar ch 27, 2015

Alles Taylor & Duke, LLC Bob Wright, PE RECORD DRAWINGS. CPOW Mini-Ed Conf er ence Mar ch 27, 2015 RECORD DRAWINGS CPOW Mini-Ed Conf er ence Mar ch 27, 2015 NOMENCLATURE: Record Draw ings?????? What Hap p ened t o As- Built s?? PURPOSE: Fur n ish a Reco r d o f Co m p o n en t s Allo w Locat io n o

More information

CEE 320 Midterm Examination (1 hour)

CEE 320 Midterm Examination (1 hour) Examination (1 hour) Pleae write your name on thi cover. Pleae write you lat name on all other exam page Thi examination i open-book, open-note. There are 5 quetion worth a total of 100 point. Each quetion

More information

Available online at Procedia Engineering 57 (2013 ) Ipolitas Židonis

Available online at   Procedia Engineering 57 (2013 ) Ipolitas Židonis Available online at.ienediret.om Proedia Engineering 57 (013 ) 1309 1318 11th International Conferene on odern Building aterial, truture and Tehnique, BT 013 trength Calulation ethod for Cro-etion of Reinfored

More information

Chapter 6 Control Systems Design by Root-Locus Method. Lag-Lead Compensation. Lag lead Compensation Techniques Based on the Root-Locus Approach.

Chapter 6 Control Systems Design by Root-Locus Method. Lag-Lead Compensation. Lag lead Compensation Techniques Based on the Root-Locus Approach. hapter 6 ontrol Sytem Deign by Root-Lou Method Lag-Lead ompenation Lag lead ompenation ehnique Baed on the Root-Lou Approah. γ β K, ( γ >, β > ) In deigning lag lead ompenator, we onider two ae where γ

More information

PID CONTROL. Presentation kindly provided by Dr Andy Clegg. Advanced Control Technology Consortium (ACTC)

PID CONTROL. Presentation kindly provided by Dr Andy Clegg. Advanced Control Technology Consortium (ACTC) PID CONTROL Preentation kindly provided by Dr Andy Clegg Advaned Control Tehnology Conortium (ACTC) Preentation Overview Introdution PID parameteriation and truture Effet of PID term Proportional, Integral

More information

minceymarble.com 4321 Browns Bridge Road, Gainesville, GA Ph: Fx:

minceymarble.com 4321 Browns Bridge Road, Gainesville, GA Ph: Fx: minceymarble.com 4321 Browns Bridge Road, Gainesville, GA 30504 Ph: 800.533.1806 Fx: 770.531.0935 For Stan ar Sho er S Di i ion 1 13 De cription : lti iece Seale S r ace anel S te a e : 3x S a Serie :

More information

I zm ir I nstiute of Technology CS Lecture Notes are based on the CS 101 notes at the University of I llinois at Urbana-Cham paign

I zm ir I nstiute of Technology CS Lecture Notes are based on the CS 101 notes at the University of I llinois at Urbana-Cham paign I zm ir I nstiute of Technology CS - 1 0 2 Lecture 1 Lecture Notes are based on the CS 101 notes at the University of I llinois at Urbana-Cham paign I zm ir I nstiute of Technology W hat w ill I learn

More information

ANALYSIS OF A REDUNDANT SYSTEM WITH COMMON CAUSE FAILURES

ANALYSIS OF A REDUNDANT SYSTEM WITH COMMON CAUSE FAILURES Dharmvir ingh Vahith et al. / International Journal of Engineering iene and Tehnology IJET ANALYI OF A REDUNDANT YTEM WITH OMMON AUE FAILURE Dharmvir ingh Vahith Department of Mathemati, R.N. Engg. ollege,

More information

Rating Protocols in Online Communities

Rating Protocols in Online Communities Rating Protool in Online Communitie Yu Zhang, Jaeo Par, Mihaela van der Shaar 3 Abtrat Sutaining ooperation among elf-intereted agent i ritial for the proliferation of emerging online ommunitie. Providing

More information

The University of Akron Descriptive Astronomy Department of Physics. 3650: Exam #2 SVD 10/12/17

The University of Akron Descriptive Astronomy Department of Physics. 3650: Exam #2 SVD 10/12/17 The Univerity of Akron Decriptive Atronoy Departent of Phyic 3650:130-001 Exa # SVD 10/1/17 1. What phyical quantity i ued to deterine the aount of inertia an object ha? (a) force (b) a (c) weight (d)

More information

A new approach to determinate parasitic elements of GaN HEMT by COLD FET S-Parameter

A new approach to determinate parasitic elements of GaN HEMT by COLD FET S-Parameter A ne approach to determinate paraitic element of GaN HEMT by COLD FET -Parameter Min Han 1*, Yongheng Dai 1, 2, Jianjun Zhou 2, Chao Liu 3, Xu Li 1 1 chool of Electronic and Optical Engineer,Nanjing Univerity

More information

A G E N D A Planning Session April 5, :45 p.m.

A G E N D A Planning Session April 5, :45 p.m. ITY OF THORNTON ITY MANAGER S OFFIE A G E N D A Planning Session April 5, 2016 5:45 p.m. 1. ouncil Operational Tour ity Water Facilities* - Burlington Ditch Diversion from the South Platte River 6:00 (Franklin

More information

Example 1. Centripetal Acceleration. Example 1 - Step 2 (Sum of Vector Components) Example 1 Step 1 (Free Body Diagram) Example

Example 1. Centripetal Acceleration. Example 1 - Step 2 (Sum of Vector Components) Example 1 Step 1 (Free Body Diagram) Example 014-11-18 Centipetal Aeleation 13 Exaple with full olution Exaple 1 A 1500 kg a i oing on a flat oad and negotiate a ue whoe adiu i 35. If the oeffiient of tati fition between the tie and the oad i 0.5,

More information

The Features For Dark Matter And Dark Flow Found.

The Features For Dark Matter And Dark Flow Found. The Feature For Dark Matter And Dark Flow Found. Author: Dan Vier, Alere, the Netherland Date: January 04 Abtract. Fly-By- and GPS-atellite reveal an earth-dark atter-halo i affecting the orbit-velocitie

More information

AP CHEM WKST KEY: Atomic Structure Unit Review p. 1

AP CHEM WKST KEY: Atomic Structure Unit Review p. 1 AP CHEM WKST KEY: Atoic Structure Unit Review p. 1 1) a) ΔE = 2.178 x 10 18 J 1 2 nf 1 n 2i = 2.178 x 10 18 1 1 J 2 2 6 2 = 4.840 x 10 19 J b) E = λ hc λ = E hc = (6.626 x 10 34 J )(2.9979 x 10 4.840 x

More information

Lecture 16. Kinetics and Mass Transfer in Crystallization

Lecture 16. Kinetics and Mass Transfer in Crystallization Leture 16. Kineti and Ma Tranfer in Crytallization Crytallization Kineti Superaturation Nuleation - Primary nuleation - Seondary nuleation Crytal Growth - Diffuion-reation theory - Srew-diloation theory

More information

_10_EE394J_2_Spring12_Inertia_Calculation.doc. Procedure for Estimating Grid Inertia H from Frequency Droop Measurements

_10_EE394J_2_Spring12_Inertia_Calculation.doc. Procedure for Estimating Grid Inertia H from Frequency Droop Measurements Procedure or Etiating Grid Inertia ro Frequency Droop Meaureent While the exion or inertia and requency droop are well known, it i prudent to rederive the here. Treating all the grid generator a one large

More information

Conservation of Energy

Conservation of Energy Add Iportant Conervation of Energy Page: 340 Note/Cue Here NGSS Standard: HS-PS3- Conervation of Energy MA Curriculu Fraework (006):.,.,.3 AP Phyic Learning Objective: 3.E.., 3.E.., 3.E..3, 3.E..4, 4.C..,

More information

3.1 The Revised Simplex Algorithm. 3 Computational considerations. Thus, we work with the following tableau. Basic observations = CARRY. ... m.

3.1 The Revised Simplex Algorithm. 3 Computational considerations. Thus, we work with the following tableau. Basic observations = CARRY. ... m. 3 Computational conideration In what follow, we analyze the complexity of the Simplex algorithm more in detail For thi purpoe, we focu on the update proce in each iteration of thi procedure Clearly, ince,

More information

Energy Efficiency Behavior in Heterogeneous Networks under Various Operating Situations of Cognitive Small Cells

Energy Efficiency Behavior in Heterogeneous Networks under Various Operating Situations of Cognitive Small Cells Wirele Engineering and Tehnology, 2015, 6, 9-23 Publihed Online January 2015 in SiRe. http://www.irp.org/journal/wet http://dx.doi.org/10.4236/wet.2015.61002 Energy Effiieny Behavior in Heterogeneou Network

More information

Manual S Compliance Report FIRST FLOOR

Manual S Compliance Report FIRST FLOOR Manual S Compliane Report FIRST OOR 2805 STATEN DRIVE, DELTONA, 32738 Pone: (407) 314-8495 Fax: (407) 322-5788 Email: SPEEDYCALCS@YAHOO.COM Web: SPEEDYCALCS.COM Projet Information Design Conditions Cooling

More information

STAND OUT IN THE SHUFFLE

STAND OUT IN THE SHUFFLE T OUT T U ougal eppe + dougal.jeppe@colliers.com Robert atterson + robert.patterson@colliers.com . Orleans hicago olliers nternational tepping n orth Orleans is being fully renovated into a oneof-a-kind,,000-square-foot,

More information

Software Verification

Software Verification Sotware Veriiation EXAMPLE CSA A23.3-04 RC-BM-00 Flexural and Shear Beam Deign PROBLEM DESCRIPTION The purpoe o thi example i to veri lab lexural deign in. The load level i adjuted or the ae orreponding

More information

Sidelobe-Suppression Technique Applied To Binary Phase Barker Codes

Sidelobe-Suppression Technique Applied To Binary Phase Barker Codes Journal of Engineering and Development, Vol. 16, No.4, De. 01 ISSN 1813-78 Sidelobe-Suppreion Tehnique Applied To Binary Phae Barker Code Aitant Profeor Dr. Imail M. Jaber Al-Mutaniriya Univerity College

More information

Modeling and Simulation of Buck-Boost Converter with Voltage Feedback Control

Modeling and Simulation of Buck-Boost Converter with Voltage Feedback Control MATE Web of onferene 3, 0006 ( 05) DOI: 0.05/ mateonf/ 053 0006 Owned by the author, publihed by EDP Siene, 05 Modeling and Simulation of BukBoot onverter with oltage Feedbak ontrol Xuelian Zhou, Qiang

More information

Design Manual to EC2. LinkStudPSR. Version 3.1 BS EN : Specialists in Punching Shear Reinforcement.

Design Manual to EC2. LinkStudPSR. Version 3.1 BS EN : Specialists in Punching Shear Reinforcement. LinkStudPSR Speialit in Punhing Shear Reinforement Deign Manual to EC BS EN 199-1-1:004 Verion 3.1 January 018 LinkStud PSR Limited /o Brook Forging Ltd Doulton Road Cradley Heath Wet Midland B64 5QJ Tel:

More information

Physics 20 Lesson 28 Simple Harmonic Motion Dynamics & Energy

Physics 20 Lesson 28 Simple Harmonic Motion Dynamics & Energy Phyic 0 Leon 8 Siple Haronic Motion Dynaic & Energy Now that we hae learned about work and the Law of Coneration of Energy, we are able to look at how thee can be applied to the ae phenoena. In general,

More information

CHAPTER 13 FILTERS AND TUNED AMPLIFIERS

CHAPTER 13 FILTERS AND TUNED AMPLIFIERS HAPTE FILTES AND TUNED AMPLIFIES hapter Outline. Filter Traniion, Type and Specification. The Filter Tranfer Function. Butterworth and hebyhev Filter. Firt Order and Second Order Filter Function.5 The

More information

6. KALMAN-BUCY FILTER

6. KALMAN-BUCY FILTER 6. KALMAN-BUCY FILTER 6.1. Motivation and preliminary. A wa hown in Lecture 2, the optimal control i a function of all coordinate of controlled proce. Very often, it i not impoible to oberve a controlled

More information

Physics 20 Lesson 16 Friction

Physics 20 Lesson 16 Friction Phyic 0 Leon 16 riction In the previou leon we learned that a rictional orce i any orce that reit, retard or ipede the otion o an object. In thi leon we will dicu how riction reult ro the contact between

More information

represented in the table? How are they shown on the graph?

represented in the table? How are they shown on the graph? Application. The El Pao Middle School girl baketball team i going from El Pao to San Antonio for the Tea tate championhip game. The trip will be 0 mile. Their bu travel at an average peed of 0 mile per

More information

T h e C S E T I P r o j e c t

T h e C S E T I P r o j e c t T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T

More information

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9 OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at

More information

Electro-Hydraulic Piston Control using Neural MRAC Based on a Modified State Observer

Electro-Hydraulic Piston Control using Neural MRAC Based on a Modified State Observer Aerian Control Conferene on O'Farrell Street, San Franio, CA, USA June 9 - July, Eletro-Hydrauli Piton Control uing Neural MRAC Baed on a Modified State Oberver Y. Yang, S. N. Balakrihnan, L. ang, R.G.

More information

Investment decision for supply chain resilience based on Evolutionary Game theory

Investment decision for supply chain resilience based on Evolutionary Game theory Invetent deciion for upply chain reilience baed on Evolutionary Gae theory Xiaowei Ji(jixw@hut.edu.cn), Haijun Wang Manageent School Huazhong Univerity of Science and Technology Wuhan, Hubei, 4374, China

More information

EXAM 4 -A2 MATH 261: Elementary Differential Equations MATH 261 FALL 2010 EXAMINATION COVER PAGE Professor Moseley

EXAM 4 -A2 MATH 261: Elementary Differential Equations MATH 261 FALL 2010 EXAMINATION COVER PAGE Professor Moseley EXAM 4 -A MATH 6: Elementary Differential Equation MATH 6 FALL 00 EXAMINATION COVER PAGE Profeor Moeley PRINT NAME ( ) Lat Name, Firt Name MI (What you wih to be called) ID # EXAM DATE Friday, Nov. 9,

More information

Mercury at Taylor Development Standards (A PUD/Planned Unit District)

Mercury at Taylor Development Standards (A PUD/Planned Unit District) ATTACHMENT C-2. GENERAL DEVELOPMENT PLAN A. Purpose Merury at Taylor Development Standards (A PUD/Planned Unit Distrit) This doument ill set the development standards for the18 single-family detahed homes

More information