Greenville - Bldg. 602 Demolition

Size: px
Start display at page:

Download "Greenville - Bldg. 602 Demolition"

Transcription

1 Greenville - ldg. 0 Demolition State - H- -C DP CHITECTS South Pleasantburg Drive Greenville, 0 ID SET FO CONSTUCTION - 0 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. INDEX DWINGS DWING LIST SHEET NUME SHEET NME CUENT EVISION CUENT EVISION DTE Cover Sheet T. Cover Sheet Civil C C C C C C D. Civil Cover Sheet Notes and Legend Existing Conditions and Demolition Plan Erosion Control Site Details Site Details Selective Demolition Plan and Notes rchitecture. Dimension Floor Plan. oof Plan. eflected Ceiling Plan. Exterior Elevation and Covered Walkway Section. uilding Sections. Wall Sections 0. Door and Window Schedules For eference Only Existing elk ldg. First Floor Existing elk ldg. Second Floor Structural S00 S00 S00 S0 S0 S0 S0 S0 S0 General Notes General Notes asis of Design Foundation/Slab Plan oof Framing Plan Sections and Details Sections and Details Sections and Details Sections and Details Mechanical M. Mechanical Demolition Plan M. Mechanical New Construction Plan M. Mechanical Details POJECT DESIGNED IN CCODNCE WI: INTENTIONL UILDING CODE: INTENTIONL MECHNICL CODE: INTENTIONL PLUMING CODE: INTENTIONL FIE CODE: NTIONL ELECTICL CODE (NEC), NFP 0: NFP LIFE SFETY CODE 0: INTENTIONL ENEGY CONSEVTION CODE: IE FEE UILDING DESIGN STNDD W/ NSI-.: 0 EDITION 0 EDITION 0 EDITION 0 EDITION 0 EDITION 0 EDITION 00 EDITION 00 EDITION GENEL POJECT NOTES C D E F G H I J K L M N E TEM "WOK" S USED IN ESE NOTES SHLL INCLUDE LL POVISIONS S DWN O SPECIFIED IN ESE DOCUMENTS S WELL S LL OE POVISIONS SPECIFICLLY INCLUDED Y E OWNE IN E FOM DWINGS, SPECIFICTIONS, ND WITTEN INSTUCTIONS ND PPOVED Y E CHITECT. E TEM "CONTCTO" S USED IN ESE NOTES SHLL EFE TO E GENEL CONTCTO O TO E SU-CONTCTOS. OPE WOK: E CONTCTO SHLL INCLUDE ND POVIDE LL LO, MTEILS, EQUIPMENT, TNSPOTTION, ND PY LL EXPENSES INCUED IN E POPE COMPLETION WOK UNLESS SPECIFICLLY NOTED TO E E WOK OES. CONTCTO SHLL PEFOM LL WOK NECESSY FO PODUCING COMPLETE, HITLE POJECT, INCLUDING UT NOT LIMITED TO SITE WOK, CHITECTUL, STUCTUL, PLUMING ND HVC. EFOE CONSTUCTION EGINS, E CONTCTO SHLL VISIT E SITE TO VEIFY LL EXISTING DIMENSIONS ND CONDITIONS ND SHLL NOTIFY E CHITECT, IN WITING, NY DIEPNCIES EFOE POCEEDING WI EWOK ND SHLL E ESPONSILE FO SME. IF E CONTCT DWINGS E FOUND TO E UNCLE, MIGUOUS O CONTDICTOY, E CONTCTO MUST EQUEST CLIFICTION FOM E CHITECT IN WITING EFOE POCEEDING WI T PT E WOK. E CHITECT SHLL E VILLE TO VISIT E SITE WHEN EQUESTED. IF CONDITION EXISTS T EQUIES OSEVTION O CTION Y E CHITECT O STUCTUL ENGINEE, E CONTCTO SHLL NOTIFY E CHITECT. CONTCTO SHLL E FMILI WI POVISIONS LL PPLICLE CODES ND SHLL INSUE E COMPLINCE E WOK WI LL LOCL, ND FEDEL CODES, TDE STNDDS ND MNUFCTUE'S ECOMMENDTIONS. IN E EVENT CONFLICT ETWEEN LOCL, ND NTIONL CODES, E MOE STINGENT SHLL GOVEN. EFOE COMMENCING WOK NOT SHOWN IN DOCUMENTS, UT EQUIED TO CHIEVE FULL COMPLINCE WI CODES, CONTCTO SHLL NOTIFY CHITECT. ESE DOCUMENTS DO NOT INCLUDE E NECESSY COMPONENTS FO CONSTUCTION SFETY ND TEMPOY SHOING. SFETY, CE DJCENT POPETIES DUING CONSTUCTION, COMPLINCE WI ND FEDEL EGULTIONS EGDING SFETY ND COMPLINCE WI EQUIEMENTS SPECIFIED IN E OWNE/CONTCTO CONTCT IS, ND SHLL E, E CONTCTO'S ESPONSIILITY. CONTCTO SHLL SUPEVISE ND DIECT E WOK ND SHLL E SOLELY ESPONSILE FO LL CONSTUCTION MENS, MEODS, TECHNIQUES ND SFETY POCEDUES ND FO COODINTING LL POTIONS E WOK. CONTCTO SHLL PY LL TXES, SECUE LL PEMITS ND PY LL FEES INCUED IN E COMPLETION E POJECT, INCLUDING UT NOT LIMITED TO UILDING PEMITS, WTE, ELECTIC ND TELEPHONE SEVICE CONNECTION IMPCT FEES, CETIFICTE OCCUPNCY, ND INSPECTIONS. INSUNCE: WOKMEN'S COMPENSTION, S EQUIED Y LW, ND PULIC LIILITY SHLL E CIED Y E CONTCTO. EFE TO E POJECT MNUL FO DDITIONL INFOMTION. GUNTEE: E CONTCTO SHLL UNCONDITIONLLY GUNTEE LL MTEILS, ND WOKMNSHIP FUNISHED O INSTLLED Y HIM O HIS SUCONTCTOS FO PEIOD ONE () YE FOM DTE CCEPTNCE ND SHLL EPLCE NY DEFECTIVE WOK WIIN T PEIOD WIOUT EXPENSE TO E OWNE ND PY FO LL DMGES TO OE PTS E UILDING ESULTING FOM DEFECTIVE WOK O ITS EPI. E CONTCTO SHLL EPLCE DEFECTIVE WOK WIIN TEN (0) DYS FTE IT IS OUGHT TO HIS TTENTION. POTECTION: E CONTCTO SHLL E ESPONSILE FO HIS WOK ND T HIS SUCONTCTOS FO LOSSES ND DMGES TO EQUIPMENT, TOOLS ND MTEIL USED IN CONJUNCTION WI E WOK ND FO CTS HIS EMPLOYEES. EFE TO POJECT H-N-C SESTOS ND HZDOUS MTEILS TEMENT. COODINTE ELTED WOK ETWEEN ESE TWO POJECTS O. E INFOMTION DEPICTED S E EXISTING CONDITIONS IS SED ON OIGINL DWINGS. DP CHITECTS, E OWNE ND E OWNE'S CONSULTNTS TKE NO LIILITY IN E CCUCY E OIGINL DOCUMENTS ND E CTUL FIELD CONDITIONS. P E OWNE WILL HIE SEPTE CONTCTO TO TIE IN E EXISTING FIE POTECTION LINE INTO E MLL. E OPE IS WOK DOES NOT INCLUDE FIE POTECTION SYSTEMS. COODINTION NOTE LL NOTES PPLY TO LL DWINGS ND LL TDES. IT IS E ESPONSIILITY LL CONTCTOS ND TDES TO COODINTE E INSTLLTION EI WOK WI E INSTLLTION WOK Y LL OE CONTCTOS ND TDES. E EQUIEMENTS E DWINGS, GENEL EQUIEMENTS, ND LL ITEMS E CONTCT DOCUMENTS E EQULLY INDING ON LL CONTCTOS ND TDES. ECH CONTCTO IS EQUIED TO MINTIN FULL SETS E CONTCT DOCUMENTS FO HIS EMPLOYEES USE ON E POJECT ND SSUE T LL WOK IS POPELY COODINTED ND INSTLLED WI E WOK OE CONTCTOS ND TDES. VICINITY MP DWING SYMOL LEGEND 0 0 SIM SITE DOO TG. EFE TO DOO/FME HEDULE, 0 SEIES WINDOW TG. EFE TO WINDOW TYPES HEDULE, 0 SEIES SECTION TG. 0 SIM ELEVTION TG DETIL TG 0 NOTE TG COLUMN LINE WLL TG East road Street JN 0 DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C LC Dec 0 DESIGN ND ENGINEEING TEM Owner: MS 0, PO ox Greenville, 0 Contact: ill Tripp rchitect: DP rchitects E. road Street Greenville, 0 Contact: Lorna nders Civil Engineer: Seamon Whiteside 0 hett Street, Suite 0 Greenville, 0 Contact: Joe ryant Structural Engineer: Michael M. Simpson & ssociates, Inc. 0 Patewood ve., Suite 00 Greenville, Contact: Justin Crain Mechanical Engineer: EYP, Inc. 0-- The Parkway Greer, 0 Contact: Warren Maddox Cover Sheet P:.0. P:..00 P:.-0 x P: -.0 P: -- ill.tripp@gvltec.edu landers@dparchitects.com jbryant@seamonwhiteside.com jcrain@mmsainc.com wmaddox@eypae.com T.

2 D SEIES DWING NOTES GENEL DEMOLITION NOTES LODING DOCK e0 EXISTING WLL TO EMIN. EMOVE SECTION WLL '-0" OVE MLL O LINE. EFE TO DEMOLITION ELEVTION IS SHEET ND WLL SECTIONS FO DDITIONL INFOMTION. EMOVE WLL IN ITS ENTIETY. MINTIN EXISTING CONCETE SIDEWLK ND GUD IL. EMOVE SECTION WLL TO LLOW FO INSTLLTION NEW EXTEIO WLL. EMOVE EXISTING PIPE SYSTEM FO CLOING MNGEMENT. LIMITS FLOO SL EQUIED TO E EMOVED FO NEW STUCTUE ND FOUNDTIONS T NEW EXTEIO WLL. EMOVE EXISTING STOEFONT SYSTEM ND ENCLOSUE WLLS. C D E LL MTEILS T HVE EEN DEMOLISHED SHLL E EMOVED IMMEDITELY ND DISPOSED POPELY. NO DEMOLISHED MTEILS SHLL E STOCKPILED ON SITE. POTECT OWNE'S POPETY ND PESONS T LL TIMES. IS SECTION INCLUDES LL ITEMS ND SEVICES NECESSY TO DEMOLISH O DISMNTLE ND EMOVE LL WLLS, EQUIPMENT, PIPING ND PPUTENNCES WHICH WILL INTEFEE WI NEW CONSTUCTION. LL ITEMS TO E EMOVED SHLL E COODINTED WI NEW CONSTUCTION. NY ITEMS NOT SHOWN TO E DEMOLISHED T E DMGED SHLL E EPIED Y E CONTCTO. COODINTE NY SYSTEMS SHUTDOWNS WHICH MY E EQUIED WI E OWNE. E CONTCTO SHLL CONTOL ND LIMIT DUST ESULTING FOM DEMOLITION ND PEVENT E SPED DUST TO E UILDING ND DJCENT SITE. DP CHITECTS Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. DEMOLITION - LODING DOCK D. D. /" = '-0" e COMMON WLL DEMOLITION ELEVTION D. /" = '-0" e m e m e DEMOLITION - MLL ENTNCE /" = '-0" e LODING DOCK e0 EXISTING MLL UILDING TO EMIN +/-. '- /" e0 e e e e e. e e e m.0 ' - " GC TO VEIFY ' - " GC TO VEIFY. CUT SL EDGE FLUSH WI EDGE ICK PIES TO LLOW FO NEW SIDEWLK CONSTUCTION. EXISTING CEILING OVE STOEFONT TO EMIN INTCT. EPI/EPLCE S NECESSY TO CCOMPLISH NEW WOK. 0 EXISTING CEILING GID ND PNELS TO E EMOVED. FIE TED CEILING SYSTEM OVE TO EMIN INTCT. EMOVE EXISTING FINISHES ND FUING ETC. FOM EXISTING CMU WLL FO E FULL EXTENTS E EXISTING WLL. TYPICL. EXISTING COLUMN TO EMIN. TYPICL. CUT EXISTING EM EMEDDED IN WLL FLUSH WI NEW WLL END WHEE WLL IS INDICTED TO EMIN. EMOVE EXISTING STOEFONT ND DOOS. PEPE OPENING FO EPLCEMENT STOEFONT ND DOOS. e F G H PIO TO COMMENCING WI E DEMOLITION E CONTCTO SHLL ETIN FOM E OWNE WHEE O NOT E OWNE WISHES TO ETIN NY ITEMS. NY SUCH ITEMS SHLL E EMOVED WI CE SO S TO PEVENT UNNECESSY DMGE. CONTCTO SHLL MKE FUNCTIONL LL CICUITS DISUPTED Y NY DEMOLITION IN IS E. HZDOUS MTEILS E EQUIED TO E EMOVED S SEPTE CONTCT. EXISTING MLL UILDING TO EMIN SELECTIVE DEMOLITION FOME ELK UILDING #0- TO E DEMOLISHED - 0 JN 0 DP CHITECTS, East road Street Greenville, 0 T...00 F... ldg. 0 H--C uthor Checker Dec 0 D. 0 ' - 0" m. m.0 m. e m m D. m. m.0 m. m.0 SITE KEY PLN ' - 0" ' - 0" ' - 0" ' - " ' - /" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" Selective Demolition Plan and Notes e e e0 e e e e e e m.0 e DEMOLITION PLN OVELL D. /" = '-0" UILDING #0 DEMOLITION D. EFEENCE NO D.

3 WLL TYPE LEGEND. DWING NOTES GENEL FLOO PLN NOTES EXISTING " CMU LTENTE ONE - PEFICTED LUMINUM WLKWY COVE OVE ND ELTED STUCTUE. GENEL CONTCTO TO FIELD VEIFY LL DIMENSIONS ND EPOT DIEPNCIES IMMEDITELY TO E CHITECT. /" GLSS MTTE FCED SHEING " EXTEIO INSULTION FINISH SYSTEM NEW SIDEWLK. EFE TO CIVIL DWINGS. CLEN EXISTING MNDOO, FME ND DOCK DOOS. EPINT TO MTCH EXISTING. EPLCE DMGED HDWE TO MTCH EXISTING. C DIMENSIONS E TO CENTELINE COLUMN LINES, FCE INTEIO STUDS, FCE EXTEIO WLL ND FCE MSONY UNLESS NOTED OEWISE. DOOS ND WINDOWS E DIMENSIONED TO E CENTE E OPENING. /" GYPSUM WLL OD CLEN FLOO ND WLLS. EPINT SINGLE COLO TO MTCH EXISTING. D E CONTCTO SHLL COODINTE LL UNDEGOUND PIPING, MECHNICL ND ELECTICL WOK. DOULE " METL STUD T " O.C. /" GLSS MTTE FCED SHEING " EXTEIO INSULTION FINISH SYSTEM FTE EMOVL EXISTING JOIST, FLOO ND O SYSTEMS FOM ELK LDG. DEMOLITION, WP EMINING COLUMNS IN SHEING ND EIFS SYSTEMS TO MTCH DJCENT NEW EXTEIO WLL FINISH. EXISTING WLL TO EMIN. E F DO NOT LE DWINGS. USE WITTEN DIMENSIONS FO LL MESUEMENTS. LUME ND LOCKING IN CONTCT WI MSONY ND CONCETE SHLL E PESSUE TETED. DP CHITECTS /" GYPSUM WLL OD " METL STUD TYPICL CONTOL JTS. TO LIGN WI NEW PIES. NEW WLL. EFE TO WLL SECTIONS FO DDITIONL INFOMTION. - 0 LODING DOCK /" GLSS MTTE FCED SHEING " EXTEIO INSULTION FINISH SYSTEM 0 EXISTING COLUMNS TO EMIN. NEW TUE STEEL COLUMNS. EFE TO STUCTUL DWINGS. EDGE EXISTING SL. EFE TO STUCTUL DWINGS. DOULE STUD WLL - " CFMF Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. S.. e 0. ' - /" ' - " ' - " ' - 0" ' - " 0. OVE ' - /" e0. 0. PPOX. ' - /" 0' - ". ' - /" GC TO VEIFY GC TO VEIFY e0 e e. e.. e.. e. e e e. ' - ". PPOXIMTELY S SED ON EXISTING DWINGS ' - /" m. m.0 m. m m 0. ' - 0" /" ' - 0" ' - 0" ' - 0" m. e m e. m ' - 0" ' - 0" LEVEL PLN - LODING DOCK. /" = '-0".. 0. ' - /" 0' - 0 /" EXISTING MLL UILDING TO EMIN ' - 0" ' - 0" ' - 0" ' - 0" - D. 0 0 ' - 0" ' - " ' - 0" ' - " ' - /" ' - 0" ' - 0" LEVEL OVELL PLN. /" = '-0" /" LIGN ' - /" ' - 0" /" ' - " /" m. m.0 m. m ' - /" /" S. S. e ' - 0" ' - 0" 0 0 PPOX. ' - 0" 0. NEW CONSTUCTION DP CHITECTS, East road Street Greenville, 0 T...00 F... JN 0 ldg. 0 H--C LC Dec 0 EXISTING MLL TO EMIN S. ' - " ' - " TYPICL FOME ELK UILDING #0 TO E DEMOLISHED ' - " ' - 0" ' - 0" ' - " e. e FOME ELK UILDING #0 TO E DEMOLISHED... e.. ' - " e KEY PLN Dimension Floor Plan LEVEL PLN - MLL ENTNCE. /" = '-0" POJECT NO.

4 GENEL O PLN NOTES C D POVIDE LL FLSHING MTEILS ND MEODS S PPOVED Y E MNUFCTUE FO FULL WTEPOING SYSTEM. IT IS E CONTCTO'S ESPONSIILITY TO EVIEW OE DWINGS FO O PENETTIONS NOT SHOWN. LL FLSHING TO E PEFINISHED SHEET METL UNLESS NOTED OEWISE. GENEL CONTCTO TO COODINTE LL OPENINGS WI PLUMING ND MECHNICL DWINGS.... E F OING CONTCTO SHLL FICTE ND INSTLL METL COUNTE FLSHING ECEIVE PILE IN TIMELY FSHION T WLL- SILL CONDITIONS ND T O-WLL JUNCTIONS TO FCILITTE TIMELY INSTLLTION COUNTE FLSHING ECEIVES. TFFIC OVE FINISHED O SUFCES IS NOT DESIED. WHEE OVE O TFFIC IS NTICIPTED, POTECT O SUFCE WI EXTEIO GDE /" MIN PLYWOOD OVE " EXPNDED POLYSTYENE FOM INSULTION LLSTED IN PLCE WI SND GS O E LIKE.. DWING NOTES DP CHITECTS - 0 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. O PLN OVELL PLN. /" = '-0" O PLN PLN - MLL ENTY. /" = '-0" SLOPED STUCTUE. 0. S. EXISTING MEMNE O TO EMIN. TIE IN NEW PPET FLSHING T PEIMETE EXISTING MLL WLL. EFE TO WLL SECTIONS FO DDITIONL INFOMTION. EXISTING METL O EDGE FI. METL COPING CP TO MTCH EXISTING. EINFOCED METL COPING CP. COPING CP TO MTCH EXISTING FI EDGE. LTENTE ONE: PEFICTED LUMINUM WLKWY COVE. NEW MEMNE O SYSTEM. EFE TO SPECIFICTIONS. O DIN WI INTEGL OVEFLOW O DIN. SIS DESIGN- ZUN Z0--DP-E DUL OUTLET. PIMY INSULTED O LEDE (DU COTED CST ION) CONNECTED TO STOM SEWE LINE. EFE TO CIVIL DWINGS. 0 SECONDY INSULTED O LEDE ( DU COTED CST ION) TO DOWNSPOUT NOZZLE CENTEED IN COLUMN SE. TPEED INSULTION- /" PE FT. O GETE. JN 0 DP CHITECTS, East road Street Greenville, 0 T...00 F... ldg. 0 H--C LC Dec 0.. e.. oof Plan POJECT NO EFEENCE NO.

5 GENEL EFLECTED CEILING PLN NOTES LL CEILING HEIGHTS E TO MTCH EXISTING UNLESS NOTED OEWISE. POVIDE CN DOWNLIGHTS, LED W/ FIXTUE (00W), 0 V, FIXTUE WTTS, LOW PILE, ELECTONIC LLST, LENSED, WET LOCTION LISTED. WIE INTO EXISTING CICUIT T CNOPY. C CEILING SUSPENSION SYSTEM TO MEET SEISMIC EQUIEMENTS E INTENTIONL UILDING CODE, 0 EDITION. m. m.0 m. m m m. m.0 m. m.0.. S. SEIES DWING NOTES EXTEIO GYPSUM OD CEILING ON CHNNEL FMING SYSTEM, PINTED. EIFS ETUN. DP CHITECTS S. LTENTE ONE : PEFICTED LUMINUM COVEED WLKWY. CONTINUOUS " LUMINUM SFIT VENT - 0 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. LEVEL OVELL. /" = '-0" e0 e e. e.. e.. e e e LEVEL -MLL ENTY. /" = '-0" m EQ. EQ. e.. e... ' - " m S.. S. EXISTING GYPSUM OD CEILING TO EMIN. PTCH S EQUIED FO NEW STOEFONT INSTLLTION. PINT. INSTLL NEW FIE CEILING PNELS ND GID WHEE MISSING TO MTCH EXISTING. CONTOL JOINT. " LED OPEN DOWNLIGHT, CLE SPECUL FINISH. CST FINNED METL HET SINK/HOUSING, WHITE CICUIT OD WI LED, SPUN SPECUL METL EFLECTO. OPEN OTTOM LMP MULTI-CHIP LED, VETICL SE POSITION. LUMENS PE LMP-, WTTGE. MODEL NC0KD-CW-CL Y CONSEVTION TECHNOLOGY S SIS DESIGN. CONTOL WI PHOTOCELL SENSO. OWNE WILL POVIDE CONDUITED PWY CK TO PNEL ND EKE IN PNEL. DISTNCE IS PPOXIMTELY 0' FOM CNOPY. SME MODEL FIXTUE S LISTED IN ITEM OVE. POVIDE INTEGL EM TTEY PCK CONTECH NC--0K--D-E WI EM TEST SWITCH TO E MOUNTED DJCENT TO FIXTUE. JN 0 DP CHITECTS, East road Street Greenville, 0 T...00 F... ldg. 0 H--C LC Dec 0 NEW CONSTUCTION EXISTING MLL TO EMIN FOME ELK UILDING #0 TO E DEMOLISHED eflected Ceiling Plan KEY PLN.

6 . DWING NOTES GENEL EXTEIO ELEVTION... EXISTING WLL TO EMIN. EIFS VENEE ON EXISTING CMU WLL LTENTE ONE - PEFICTED PE-ENGINEEED LUMINUM WLKWY COVE. EFE TO SPECIFICTIONS. COODINTE EXTEIO ELEVTIONS WI MECHNICL DWINGS FO OUTING CHILLED WTE LINES. LL CNOPY DIMENSIONS E NOMINL. EFE TO SPECIFICTION. FULL HEIGHT WLL W/ EIFS VENEE 0 EIFS VENEE WP T EXISTING ELK LDG. COLUMNS. TOP EXISTING COLUMNS TO E CUT FLUSH WI TOP NEW HEIGHT WLL. EIFS CONTOL JOINT COPING CP PE-ENGINEEED " EXTUDED LUMINUM DECK. EFE TO SPECIFICTIONS. 0 PE-ENGINEEED FI EDGE COVEED WLKWY. EFE TO SPECIFICTIONS. EXTEIO FINISH HEDULE LEGEND NOTE: LL EXTEIO FINISHES TO E PPOVED Y CHITECT ND OWNE PIO TO ODEING. DP CHITECTS - 0 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action.. 0 COVEED WLKWY EDGE DETIL.. /" = '-0" " ' - " " ' - /"" COVEED WLKWY SECTION /" = '-0" /" ' - 0". EMEDMENT DETIL. " = '-0" PE-ENGINEEED DIN EM. EFE TO SPECIFICTIONS. DIN T OTTOM ECH COLUMN T ECH LOCTION PE-ENGINEEED FULL PEIMETE WELD T POST TO EM CONNECTION. EFE TO SPECIFICTIONS. PE-ENGINEEED COLUMN. EFE TO SPECIFICTIONS. WTE DIN DEFLECTO STOEFONT COLO: MTCH EXISTING ON MLL; CONFIM CLE NODIZED FINISH. MTCH GLZING TO EXISTING MLL ENTNCE GLSS. PINT ND EIFS SIS DESIGN - SHEWIN WILLIMS. COLO: MTCH EXISTING EXTEIO PINTED ICK ND ON INTEIO MTCH EXISTING WLL COLO. METL COPING CP COLO: MTCH EXISTING e0 m. e m.0 e m.. e.. e.. e. m. e m.0 e m. e m.0. KEY HOLE FOOTINGS PE STUCTUL DWINGS EIFS CNOPY East road Street JN 0 DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C LC Dec SIM. MLL O LINE ' - " 0. LEVEL ' - 0" LEVEL ELEVTION. /" = '-0" Exterior Elevation and Covered Walkway Section.

7 . &. DWING NOTES. &. DWING NOTES. &. DWING NOTES S ' - " CNOPY CEILING DETIL. " = '-0" " FOUNDTION. EFE TO STUCTUL DWINGS. EXISTING FOUNDTION ND SL TO EMIN. EGDED E WI GVEL TO OTTOM NEW FOOTINGS. EFE TO CIVIL DWINGS FO LOCTION NEW SIDEWLKS. WTEPO IE. UN DOWN EXPOSED EDGE SL TO FOUNDTION. / " EXP. JOINT MTEIL. EIFS DINGE TCK. PE MNUFCTUE'S STNDD DETILS. EIFS - " DINLE SYSTEM. GLSS MTTE FCED SHEING. CONTINUOUS FLUID PPLIED WEE ESISTNT IE. 0 " CFMF STUD WLL. EFE TO STUCTUL DWINGS. MIN " O.C. TUE STEEL COLUMN O EM. EFE TO STUCTUL DWINGS. EXISTING STEEL TO EMIN. EXISTING WLL TO EMIN. WLL CONSTUCTION GETE N ' OVE EXISTING TOP STEEL TO E DEMOLISHED. INTENTION IS TO KEEP EXISTING U WLL FLSHING INTCK ND EMOVE MSONY OVE T LEVEL. EIFS MESH, SE ND FINISH PE MNUFCTUE'S STNDD DETILS T GDE. PT SILL PLTE, X. PT LOCKING " IGID INSULTION O SPY FOM INSULTION. -0 IGID O INSULTION ND /" ECOVEY OD. EFE TO O PLN FO TPEED INSULTION. DOULE " CFMF STUD WLL. PT LOCKING, X. PEFINISHED G METL COPING CP EINFOCED S EQUIED FO STENG. COLO ND FI HEIGHT TO MTCH EXISTING. EFE TO TP- FOM NC FO INSTLLTION INSTUCTIONS. CONTINUOUS CLET. PEMNUFCTUED LUMINUM WLKWY COVE, SELF SUPPOTING WI INTENL DINGE TO COLUMN SES OPENING T SE. 0 POVIDE PEFINISHED EXP. JT. COVE FOM EIFS TO PEFICTED WLKWY COVE TO CLOSE F MOISTUE DINGE. EXTEIO GDE FT PLYWOOD SHEING. EXISTING WLL TO EMIN. WLL CONSTUCTION GETE N " OVE EXISTING TOP STEEL TO E DEMOLISHED. EXISTING CEILING TO EMIN. STEEL ENT PLTE ND SET. EFE TO STUCTUL DWINGS. STEEL JOIST FMING. EFE TO STUCTUL DWINGS. STEEL NGLE. EFE TO STUCTUL DWINGS. SECUE TO EXISTING STEEL EM. MEMNE O SYSTEM. STEEL PLTE. EFE TO STUCTUL DWINGS. PPET COPING CP EYOND. EXTEIO GDE GYPSUM OD ON CHNNEL FMING SYSTEM. PINT. ECESS SUFCE " FOM DJCENT CNOPY HED WLLS. EXTEIO STOEFONT FMING ND GLSS ENTNCE. EXISTING INTEIO MLL WLL. EPI ND EPINT TO MTCH EXISTING WLL COLO. 0 EFE TO SECTION /. FO CNOPY WLL CONSTUCTION. EFE TO SECTION /. FO PPET CONSTUCTION ON HIGH WLLS CONTINUOUS " LUMINUM SFIT VENT. TT INSULTION WI VPO IE ON METL FMING. SEL JOINTS. CONTCTO'S OPTION TO USE SPY FOM INSULTION ON WIE MESH. STOP EIFS " OVE SIDEWLK. POVIDE MESH ND FINISH COT ON SHEING OD ELOW EIFS PE MNUFCTUE'S STNDD DETILS. DP CHITECTS - 0 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. TOP EXISTING STEEL ' - 0" 0 ' - ". ' - /" S. 0 ' - " ' - /" 0 EXISTING MEMNE O SYSTEM, INSULTION ND METL DECK. EMOVE EXISTING EXPNSION JOINT ELLOWS (NOT SHOWN). INSTLL NEW PT LOCKING TTCHED TO DECK ND ICK. TIE INTO EXISTING O WI NEW O SE FLSHING, PPET FLSHING UP TO EXISTING U WLL ND COUNTEFLSHING. EXISTING CMU, UTILITY ICK ND U WLL FLSHING TO EMIN. STEEL CING T COLUMNS. EFE TO STUCTUL DWINGS. COODINTE WI CHILLED WTE LINE ELOCTION. EFE TO STUCTUL DWINGS FO CONNECTIONS DECK TO TUE STEEL ND MSONY. 0 METL DECK, GLVNIZED. EFE TO STUCTUL DWINGS. SLOPE TO E. ' - ". " 0. PEFINISHED G.METL PPET COPING CP. EFE TO TP- NC FO INSTLLTION POCEDUES. UN MEMNE UP OVE TOP WLL TO CLET. MEMNE SE ND PPET FLSHING. TIE INTO EXISTING O SYSTEM. " ICK CONCETE SIDEWLK. EFE TO CIVIL DWINGS. HOLLOW METL INSULTED DOO ND FME. PINT TO MTCH EXISTING EXTEIO. STONE SE UNDE NEW SIDEWLK. EFE TO CIVIL. 0 EIFS COLUMN EYOND. O DIN WI INTEGL OVEFLOW DIN (SIS DESIGN ZUN Z0--DP-E DUL OUTLET). UN PIMY DIN LINE TO STOM SEWE ND SECONDY LINE TO COLUMN SE TO ONZE DINSPOUT NOZZLE. INSULTE DIN PIPES.. 0. LT. GGE CFMF CLIP NGLE. EPINT EXISTING ICK TO EMIN OVE O LINE. FIST EMOVE DEIS ND LOOSE PINT ND PEPE SUFCE FO PINT. " CMU OND EM. EFE TO STUCTUL DWINGS. EIFS EYOND. GYPSUM OD, PINTED. DP CHITECTS, East road Street Greenville, 0 T...00 F... JN 0 ldg. 0 H--C LC Dec 0 LEVEL uilding Sections SECTION U MIN CNOPY. /" = '-0" LONGITUDIONL SECTION U MLL CNOPY. /" = '-0".

8 . &. DWING NOTES. &. DWING NOTES. &. DWING NOTES Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. VIES " /" ' - 0" ' - 0" PE EXISTING DWINGS. GC TO CONFIM. S. /" 0 ' - /". 0 TOP HIGH WLL DETIL. " = '-0" ' - " TOP WLL DETIL. " = '-0" /" DOO HED DETIL. " = '-0" S. FOUNDTION. EFE TO STUCTUL DWINGS. EXISTING FOUNDTION ND SL TO EMIN. EGDED E WI GVEL TO OTTOM NEW FOOTINGS. EFE TO CIVIL DWINGS FO LOCTION NEW SIDEWLKS. WTEPO IE. UN DOWN EXPOSED EDGE SL TO FOUNDTION. / " EXP. JOINT MTEIL. EIFS DINGE TCK. PE MNUFCTUE'S STNDD DETILS. EIFS - " DINLE SYSTEM. GLSS MTTE FCED SHEING. CONTINUOUS FLUID PPLIED WEE ESISTNT IE. 0 " CFMF STUD WLL. EFE TO STUCTUL DWINGS. MIN " O.C. TUE STEEL COLUMN O EM. EFE TO STUCTUL DWINGS. EXISTING STEEL TO EMIN. EXISTING WLL TO EMIN. WLL CONSTUCTION GETE N ' OVE EXISTING TOP STEEL TO E DEMOLISHED. INTENTION IS TO KEEP EXISTING U WLL FLSHING INTCK ND EMOVE MSONY OVE T LEVEL. EIFS MESH, SE ND FINISH PE MNUFCTUE'S STNDD DETILS T GDE. EXISTING MEMNE O SYSTEM, INSULTION ND METL DECK. EMOVE EXISTING EXPNSION JOINT ELLOWS (NOT SHOWN). INSTLL NEW PT LOCKING TTCHED TO DECK ND ICK. TIE INTO EXISTING O WI NEW O SE FLSHING, PPET FLSHING UP TO EXISTING U WLL ND COUNTEFLSHING. EXISTING CMU, UTILITY ICK ND U WLL FLSHING TO EMIN. STEEL CING T COLUMNS. EFE TO STUCTUL DWINGS. COODINTE WI CHILLED WTE LINE ELOCTION. EFE TO STUCTUL DWINGS FO CONNECTIONS DECK TO TUE STEEL ND MSONY. 0 METL DECK, GLVNIZED. EFE TO STUCTUL DWINGS. SLOPE TO E. ' - 0" PE EXISTING DWING. GC TO CONFIM. ' - 0" LIGN WI EXISTING HEIGHT FI. PT SILL PLTE, X. PT LOCKING " IGID INSULTION O SPY FOM INSULTION. -0 IGID O INSULTION ND /" ECOVEY OD. EFE TO O PLN FO TPEED INSULTION. DOULE " CFMF STUD WLL. PT LOCKING, X. PEFINISHED G METL COPING CP EINFOCED S EQUIED FO STENG. COLO ND FI HEIGHT TO MTCH EXISTING. EFE TO TP- FOM NC FO INSTLLTION INSTUCTIONS. CONTINUOUS CLET. PEMNUFCTUED LUMINUM WLKWY COVE, SELF SUPPOTING WI INTENL DINGE TO COLUMN SES OPENING T SE. 0 POVIDE PEFINISHED EXP. JT. COVE FOM EIFS TO PEFICTED WLKWY COVE TO CLOSE F MOISTUE DINGE. EXTEIO GDE FT PLYWOOD SHEING. EXISTING WLL TO EMIN. WLL CONSTUCTION GETE N " OVE EXISTING TOP STEEL TO E DEMOLISHED. EXISTING CEILING TO EMIN. STEEL ENT PLTE ND SET. EFE TO STUCTUL DWINGS. PEFINISHED G.METL PPET COPING CP. EFE TO TP- NC FO INSTLLTION POCEDUES. UN MEMNE UP OVE TOP WLL TO CLET. MEMNE SE ND PPET FLSHING. TIE INTO EXISTING O SYSTEM. " ICK CONCETE SIDEWLK. EFE TO CIVIL DWINGS. HOLLOW METL INSULTED DOO ND FME. PINT TO MTCH EXISTING EXTEIO. STONE SE UNDE NEW SIDEWLK. EFE TO CIVIL. 0 EIFS COLUMN EYOND. O DIN WI INTEGL OVEFLOW DIN (SIS DESIGN ZUN Z0--DP-E DUL OUTLET). UN PIMY DIN LINE TO STOM SEWE ND SECONDY LINE TO COLUMN SE TO ONZE DINSPOUT NOZZLE. INSULTE DIN PIPES. ' - 0" ' - " /" 0 0. ' - 0" STEEL JOIST FMING. EFE TO STUCTUL DWINGS. STEEL NGLE. EFE TO STUCTUL DWINGS. SECUE TO EXISTING STEEL EM. MEMNE O SYSTEM. STEEL PLTE. EFE TO STUCTUL DWINGS. PPET COPING CP EYOND. EXTEIO GDE GYPSUM OD ON CHNNEL FMING SYSTEM. PINT. ECESS SUFCE " FOM DJCENT CNOPY HED WLLS. EXTEIO STOEFONT FMING ND GLSS ENTNCE. EXISTING INTEIO MLL WLL. EPI ND EPINT TO MTCH EXISTING WLL COLO. 0 EFE TO SECTION /. FO CNOPY WLL CONSTUCTION. EFE TO SECTION /. FO PPET CONSTUCTION ON HIGH WLLS CONTINUOUS " LUMINUM SFIT VENT. TT INSULTION WI VPO IE ON METL FMING. SEL JOINTS. CONTCTO'S OPTION TO USE SPY FOM INSULTION ON WIE MESH. STOP EIFS " OVE SIDEWLK. POVIDE MESH ND FINISH COT ON SHEING OD ELOW EIFS PE MNUFCTUE'S STNDD DETILS. LT. GGE CFMF CLIP NGLE. EPINT EXISTING ICK TO EMIN OVE O LINE. FIST EMOVE DEIS ND LOOSE PINT ND PEPE SUFCE FO PINT. " CMU OND EM. EFE TO STUCTUL DWINGS. EIFS EYOND. GYPSUM OD, PINTED. ' - /" ' - " /" ' - 0" DP CHITECTS - 0 East road Street JN 0 DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C LC Dec 0 " LEVEL. LEVEL " LEVEL " LEVEL Wall Sections TYPICL HIGH WLL SECTION. /" = '-0" OTTOM WLL DETIL. " = '-0" TYPICL LOW WLL SECTION. /" = '-0" SECTION U NEW LODING DOCK WLL. /" = '-0".

9 DOO ND FME HEDULE MK FME WID HEIGHT MTEIL SIZE WID HEIGHT DOO TYPE MK MTEIL FIE TING HDWE SET ' - " ' - " LUM ' - 0" ' - 0 /" D LUM/GL -- STOEFONT ELEVTION TYPE ' - " ' - " LUM ' - 0" ' - 0 /" D LUM/GL -- STOEFONT ELEVTION TYPE ' - " ' - " HM ' - 0" ' - 0" D HM ' - " ' - " HM ' - 0" ' - 0" D HM ---- ' - " ' - " HM ' - 0" ' - 0" D HM ---- NOTES DOO NOTES. POVIDE TEMPEED GLZING WHEE EQUIED Y CODE.. LL HOLLOW METL DOO FMES TO E PINTED.. FUNISH FOU () GND MSTE KEYS, FOU () MSTE KEYS, ND TWO () CHNGE KEYS WI ECH LOCKING DEVICE. KEYING TO E DETEMINED Y OWNE. 0. DWING NOTES EXISTING WLL TO EMIN DOULE " CFMF WLL WI EIFS VENEE CKE OD ND SELNT PE MNUFCTUE'S SPECIFICTIONS. EXISTING HM DOO ND FME ' - " +/- ' - " +/- WINDOW NOTES. POVIDE TEMPEED GLZING WHEE EQUIED Y CODE. EXISTING COLUMN TO EMIN. GC TO CONFIM LOCTION. EXISTING CMU (MODIFIED HEIGHT) WLL WI EIFS VENEE GYPSUM WLLOD, PINTED. ' - " +/- /" ' - /" /" /" ' - /" /" ' - /" /" ' - 0" /" ' - /" /" ' - 0" ' - 0" /" " ' - 0 /" /" /" ' - /" ' - ". LL EXTEIO GLZING TO E DOULE PNE INSULTED LOW E GLZING. COLO: MTCH EXISTING. /" GLSS MTTE FCED SHEING. " EXTEIO INSULTION FINISH SYSTEM. 0 " CFMF STUD WLL. HOLLOW METL DOO ND FME. PINT. TUE STEEL COLUMN. EFE TO STUCTUL DWINGS. DP CHITECTS - 0 /" FINISH FLOO Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. STOEFONT TYPE STOEFONT TYPE LEGEND /" = '-0" HDWE HEDULE HDWE SET - EXTEIO STOEFONT DOO EFE TO SPECIFICTION. STOEFONT DOO MNUFCTUE TO POVIDE. HDWE SET - SINGLE STOGE DOO (EXTEIO) E. E. LL EING UTTS "STOEOOM" MOTISE LOCK E. ESHOLD E. WEE STIPPING E. CLOSE W/ HOLD OPEN M LIGN NEW WLL WI EXISTING WLL STOEFONT TYPE HDWE SET - DOULE STOGE DOO (EXTEIO) E. E. LL EING UTTS "ENTNCE FUNCTION" MOTISE LOCK E. HED & FOOT OLTS E. ESHOLD E. WEE STIPPING E. LOCK GUD E. CLOSE W/ HOLD OPEN M WLL END DETIL T LODING DOCK 0. /" = '-0" D HOLLOW METL DOO ND FME DOO TYPE LEGEND /" = '-0" D HOLLOW METL DOO ND FME HDWE HEDULE NOTES HDWE MNUFCTUES (SIS DESIGN) LOCKSETS/LTCHSETS **DOM MOTISE O COIN CLOSES DOO STOPS/SILENCES DOO KICK PLTES ESHOLDS/WEESTIPPING ELECTIC STIKES UTTS LOCK GUD MECHNICL PUSHUTTON LOCKS GENEL NOTES **DOM IVES OOKLINE PEMKO DMS ITE IVES IVES PNIC DEVICE **DOM 00 SIMPLEX 000 SEIES **NO SUSTITUTIONS. FINISH FO LL HDWE SHLL E USD O EQUIVLENT. D LUMINUM STOEFONT DOO MOTISE LOCK TO MTCH EXISTING KEY SYSTEM FO GEENVILLE TECH T MCLISTE SQUE. ' - " e PLN DETIL T COLUMN WP 0. /" = '-0" /" 0 /" PLN DETIL NEW TO EXISTING 0. /" = '-0" 0 ' - " /" 0 PLN DETIL T COLUMN 0. /" = '-0" WLL END DETIL T MLL 0. /" = '-0" LIGN NEW WLL WI EXISTING WLL East road Street JN 0 DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C LC Dec 0 Door and Window Schedules 0.

10 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. ELK UILDING TO E DEMOLISHED MLL UILDING TO EMIN East road Street DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C uthor Checker Dec 0 PPOXIMTE LE: /" = '-0" IS IMGE IS OTTED 0 DEGEES FOM CHITECTUL DWINGS. IS DWING IS FO EFEENCE ONLY. E OPE WOK INCLUDES GENEL DEMOLITION LL INTEIO ND EXTEIO POTIONS E UILDING. E CONTCTO IS ESPONSILE FO LL GENEL DEMOLITION INCLUDING EMOVL E SL. EFE TO SELECTIVE DEMOLITION ON DWING D.. DP CHITECTS TKES NO LIILITY ON E CCUCY IS EPESENTTION E OIGINL ELK UILDING SHOWN.E EMOVL HZDOUS MTEILS SSOCITED WI E DEMOLITION E ELK UILDING IS SSOCITED WI POJECT NUME H-N-C. Existing elk ldg. First Floor

11 Copyright : These s are the property of DP rchitects, Ltd., and reuse on any other project without written permission will result in legal action. ELK UILDING TO E DEMOLISHED MLL UILDING TO EMIN PPOXIMTE LE: /" = '-0" IS DWING IS FO EFEENCE ONLY. E OPE WOK INCLUDES GENEL DEMOLITION LL INTEIO ND EXTEIO POTIONS E UILDING. E CONTCTO IS ESPONSILE FO LL GENEL DEMOLITION INCLUDING EMOVL E SL. EFE TO SELECTIVE DEMOLITION ON DWING D.. DP CHITECTS TKES NO LIILITY ON E CCUCY IS EPESENTTION E OIGINL ELK UILDING SHOWN.E EMOVL HZDOUS MTEILS SSOCITED WI E DEMOLITION E ELK UILDING IS SSOCITED WI POJECT NUME H-N-C. IS IMGE IS OTTED 0 DEGEES FOM CHITECTUL DWINGS. East road Street DP CHITECTS, Greenville, 0 T...00 F... ldg. 0 H--C uthor Checker Dec 0 Existing elk ldg. Second Floor

Physical Security Countermeasures. This entire sheet. I m going to put a heptadecagon into game.

Physical Security Countermeasures. This entire sheet. I m going to put a heptadecagon into game. Phsicl Secuit Countemesues This entie sheet Telmo, AHI I m going to put heptdecgon into gme. Cssie Hung Mechnicl lockpicking is mechnicked geometic constuctions with compss nd stightedge. Ech lock will

More information

U>, and is negative. Electric Potential Energy

U>, and is negative. Electric Potential Energy Electic Potentil Enegy Think of gvittionl potentil enegy. When the lock is moved veticlly up ginst gvity, the gvittionl foce does negtive wok (you do positive wok), nd the potentil enegy (U) inceses. When

More information

FISHMASTER WARHOUSE EXPANSION

FISHMASTER WARHOUSE EXPANSION FISHMSTER WRHOUSE EXPNSION 0 WLLCE DRIVE FORSYTH, G specifications, are the exclusive property of David R. Woods, I, and checked with David R. Woods, I, prior to fabrication of said work. Project Name

More information

Week 8. Topic 2 Properties of Logarithms

Week 8. Topic 2 Properties of Logarithms Week 8 Topic 2 Popeties of Logithms 1 Week 8 Topic 2 Popeties of Logithms Intoduction Since the esult of ithm is n eponent, we hve mny popeties of ithms tht e elted to the popeties of eponents. They e

More information

1. LOCATION AND VERTICAL SPACING OF BOLTED FIXED END SHIMS AS REQUIRED

1. LOCATION AND VERTICAL SPACING OF BOLTED FIXED END SHIMS AS REQUIRED REINFORCING IN EXISTING PNEL (TYP.). LOCTION ND VERTICL SPCING OF BOLTED FIXED END CONNECTIONS SHLL MTCH S FR S POSSIBLE WITH EXISTING CONNECTION ON THE DJCENT PNELS. EXISTING PLTE PLTE WITH /6" DI. HOLE

More information

Physics 604 Problem Set 1 Due Sept 16, 2010

Physics 604 Problem Set 1 Due Sept 16, 2010 Physics 64 Polem et 1 Due ept 16 1 1) ) Inside good conducto the electic field is eo (electons in the conducto ecuse they e fee to move move in wy to cncel ny electic field impessed on the conducto inside

More information

GRANT COUNTY PORT DISTRICT NO. 1 GRANT COUNTY

GRANT COUNTY PORT DISTRICT NO. 1 GRANT COUNTY GRNT COUNTY PORT DISTRICT NO. GRNT COUNTY WSHINGTON PORT COMMISSIONERS Curt. Morris President rian. Kuest Secretary Patric F. Connelly Vice President 80 IRON HORSE COURT YKIM, WSHINGTON 9890 (509) 45-48

More information

( ) D x ( s) if r s (3) ( ) (6) ( r) = d dr D x

( ) D x ( s) if r s (3) ( ) (6) ( r) = d dr D x SIO 22B, Rudnick dpted fom Dvis III. Single vile sttistics The next few lectues e intended s eview of fundmentl sttistics. The gol is to hve us ll speking the sme lnguge s we move to moe dvnced topics.

More information

Chapter 7. Kleene s Theorem. 7.1 Kleene s Theorem. The following theorem is the most important and fundamental result in the theory of FA s:

Chapter 7. Kleene s Theorem. 7.1 Kleene s Theorem. The following theorem is the most important and fundamental result in the theory of FA s: Chpte 7 Kleene s Theoem 7.1 Kleene s Theoem The following theoem is the most impotnt nd fundmentl esult in the theoy of FA s: Theoem 6 Any lnguge tht cn e defined y eithe egul expession, o finite utomt,

More information

Chapter 25: Current, Resistance and Electromotive Force. Charge carrier motion in a conductor in two parts

Chapter 25: Current, Resistance and Electromotive Force. Charge carrier motion in a conductor in two parts Chpte 5: Cuent, esistnce nd Electomotive Foce Chge cie motion in conducto in two pts Constnt Acceletion F m qe ndomizing Collisions (momentum, enegy) =>esulting Motion Avege motion = Dift elocity = v d

More information

Fluids & Bernoulli s Equation. Group Problems 9

Fluids & Bernoulli s Equation. Group Problems 9 Goup Poblems 9 Fluids & Benoulli s Eqution Nme This is moe tutoil-like thn poblem nd leds you though conceptul development of Benoulli s eqution using the ides of Newton s 2 nd lw nd enegy. You e going

More information

Chapter 25: Current, Resistance and Electromotive Force. ~10-4 m/s Typical speeds ~ 10 6 m/s

Chapter 25: Current, Resistance and Electromotive Force. ~10-4 m/s Typical speeds ~ 10 6 m/s Chpte 5: Cuent, esistnce nd lectomotive Foce Chge cie motion in conducto in two pts Constnt Acceletion F m q ndomizing Collisions (momentum, enegy) >esulting Motion http://phys3p.sl.psu.edu/phys_nim/m/ndom_wlk.vi

More information

Available online at ScienceDirect. Procedia Engineering 91 (2014 ) 32 36

Available online at   ScienceDirect. Procedia Engineering 91 (2014 ) 32 36 Aville online t wwwsciencediectcom ScienceDiect Pocedi Engineeing 91 (014 ) 3 36 XXIII R-S-P semin Theoeticl Foundtion of Civil Engineeing (3RSP) (TFoCE 014) Stess Stte of Rdil Inhomogeneous Semi Sphee

More information

Ch 26 - Capacitance! What s Next! Review! Lab this week!

Ch 26 - Capacitance! What s Next! Review! Lab this week! Ch 26 - Cpcitnce! Wht s Next! Cpcitnce" One week unit tht hs oth theoeticl n pcticl pplictions! Cuent & Resistnce" Moving chges, finlly!! Diect Cuent Cicuits! Pcticl pplictions of ll the stuff tht we ve

More information

Energy Dissipation Gravitational Potential Energy Power

Energy Dissipation Gravitational Potential Energy Power Lectue 4 Chpte 8 Physics I 0.8.03 negy Dissiption Gvittionl Potentil negy Powe Couse wesite: http://fculty.uml.edu/andiy_dnylov/teching/physicsi Lectue Cptue: http://echo360.uml.edu/dnylov03/physicsfll.html

More information

10 Statistical Distributions Solutions

10 Statistical Distributions Solutions Communictions Engineeing MSc - Peliminy Reding 1 Sttisticl Distiutions Solutions 1) Pove tht the vince of unifom distiution with minimum vlue nd mximum vlue ( is ) 1. The vince is the men of the sques

More information

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007 School of Electicl nd Compute Engineeing, Conell Univesity ECE 303: Electomgnetic Fields nd Wves Fll 007 Homewok 4 Due on Sep. 1, 007 by 5:00 PM Reding Assignments: i) Review the lectue notes. ii) Relevnt

More information

Electric Potential. and Equipotentials

Electric Potential. and Equipotentials Electic Potentil nd Euipotentils U Electicl Potentil Review: W wok done y foce in going fom to long pth. l d E dl F W dl F θ Δ l d E W U U U Δ Δ l d E W U U U U potentil enegy electic potentil Potentil

More information

GEOMETRY Properties of lines

GEOMETRY Properties of lines www.sscexmtuto.com GEOMETRY Popeties of lines Intesecting Lines nd ngles If two lines intesect t point, ten opposite ngles e clled veticl ngles nd tey ve te sme mesue. Pependicul Lines n ngle tt mesues

More information

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007 School of Electicl nd Compute Engineeing, Conell Univesity ECE 303: Electomgnetic Fields nd Wves Fll 007 Homewok 3 Due on Sep. 14, 007 by 5:00 PM Reding Assignments: i) Review the lectue notes. ii) Relevnt

More information

General Physics (PHY 2140)

General Physics (PHY 2140) Genel Physics (PHY 40) Lightning Review Lectue 3 Electosttics Lst lectue:. Flux. Guss s s lw. simplifies computtion of electic fields Q Φ net Ecosθ ε o Electicl enegy potentil diffeence nd electic potentil

More information

Radial geodesics in Schwarzschild spacetime

Radial geodesics in Schwarzschild spacetime Rdil geodesics in Schwzschild spcetime Spheiclly symmetic solutions to the Einstein eqution tke the fom ds dt d dθ sin θdϕ whee is constnt. We lso hve the connection components, which now tke the fom using

More information

The Area of a Triangle

The Area of a Triangle The e of Tingle tkhlid June 1, 015 1 Intodution In this tile we will e disussing the vious methods used fo detemining the e of tingle. Let [X] denote the e of X. Using se nd Height To stt off, the simplest

More information

Homework 3 MAE 118C Problems 2, 5, 7, 10, 14, 15, 18, 23, 30, 31 from Chapter 5, Lamarsh & Baratta. The flux for a point source is:

Homework 3 MAE 118C Problems 2, 5, 7, 10, 14, 15, 18, 23, 30, 31 from Chapter 5, Lamarsh & Baratta. The flux for a point source is: . Homewok 3 MAE 8C Poblems, 5, 7, 0, 4, 5, 8, 3, 30, 3 fom Chpte 5, msh & Btt Point souces emit nuetons/sec t points,,, n 3 fin the flux cuent hlf wy between one sie of the tingle (blck ot). The flux fo

More information

Discrete Model Parametrization

Discrete Model Parametrization Poceedings of Intentionl cientific Confeence of FME ession 4: Automtion Contol nd Applied Infomtics Ppe 9 Discete Model Pmetition NOKIEVIČ, Pet Doc,Ing,Cc Deptment of Contol ystems nd Instumenttion, Fculty

More information

Answers to test yourself questions

Answers to test yourself questions Answes to test youself questions opic Descibing fields Gm Gm Gm Gm he net field t is: g ( d / ) ( 4d / ) d d Gm Gm Gm Gm Gm Gm b he net potentil t is: V d / 4d / d 4d d d V e 4 7 9 49 J kg 7 7 Gm d b E

More information

Review of Mathematical Concepts

Review of Mathematical Concepts ENEE 322: Signls nd Systems view of Mthemticl Concepts This hndout contins ief eview of mthemticl concepts which e vitlly impotnt to ENEE 322: Signls nd Systems. Since this mteil is coveed in vious couses

More information

Optimization. x = 22 corresponds to local maximum by second derivative test

Optimization. x = 22 corresponds to local maximum by second derivative test Optimiztion Lectue 17 discussed the exteme vlues of functions. This lectue will pply the lesson fom Lectue 17 to wod poblems. In this section, it is impotnt to emembe we e in Clculus I nd e deling one-vible

More information

Physics 111. Uniform circular motion. Ch 6. v = constant. v constant. Wednesday, 8-9 pm in NSC 128/119 Sunday, 6:30-8 pm in CCLIR 468

Physics 111. Uniform circular motion. Ch 6. v = constant. v constant. Wednesday, 8-9 pm in NSC 128/119 Sunday, 6:30-8 pm in CCLIR 468 ics Announcements dy, embe 28, 2004 Ch 6: Cicul Motion - centipetl cceletion Fiction Tension - the mssless sting Help this week: Wednesdy, 8-9 pm in NSC 128/119 Sundy, 6:30-8 pm in CCLIR 468 Announcements

More information

10 m, so the distance from the Sun to the Moon during a solar eclipse is. The mass of the Sun, Earth, and Moon are = =

10 m, so the distance from the Sun to the Moon during a solar eclipse is. The mass of the Sun, Earth, and Moon are = = Chpte 1 nivesl Gvittion 11 *P1. () The un-th distnce is 1.4 nd the th-moon 8 distnce is.84, so the distnce fom the un to the Moon duing sol eclipse is 11 8 11 1.4.84 = 1.4 The mss of the un, th, nd Moon

More information

MINNETONKA, MN C0.1 LAKE WEST DEVELOPMENT DEVELOPER AREA LOCATION MAP MINNETONKA, MN MUNICIPALITY PROJECT SHEET INDEX

MINNETONKA, MN C0.1 LAKE WEST DEVELOPMENT DEVELOPER AREA LOCATION MAP MINNETONKA, MN MUNICIPALITY PROJECT SHEET INDEX DEVELOPE AEA LOCATION MAP MINNETONKA, MN 5400 HIGHWAY 7 MINNETONKA, MN 5545 TEL (95)90-000 WILLISTON WOODS WEST 494 MINNETONKA, MN POJECT INDE ABBEVIATIONS SYMBOLS EOSION CONTOL SYMBOLS OWNE C0. C. C.

More information

220V AC GROUND 220V AC 55V AC 37V 35A / 1000V FOR AUTOMATIC DOOR AC + 18V AC. 24V DC Bridge RF 1N4007 RV COM RYA RYB RELAY 24VDC RVO RKL

220V AC GROUND 220V AC 55V AC 37V 35A / 1000V FOR AUTOMATIC DOOR AC + 18V AC. 24V DC Bridge RF 1N4007 RV COM RYA RYB RELAY 24VDC RVO RKL - CUTION : Ths ls must 2,5mm² NYF! -80 +80 U V W KU+ KU- 55VC GOUND FULT POTECTED UTOMT FUSE 4 220V 220V C GOUND 2 T37 TMP T220 S T MP K K2 K 2 840 840 LCD NK MLKS0 VE- N NO 869 EXT EXO EXO2 37V 0 220V

More information

PLEASE DO NOT TURN THIS PAGE UNTIL INSTRUCTED TO DO SO THEN ENSURE THAT YOU HAVE THE CORRECT EXAM PAPER

PLEASE DO NOT TURN THIS PAGE UNTIL INSTRUCTED TO DO SO THEN ENSURE THAT YOU HAVE THE CORRECT EXAM PAPER OLLSCOIL NA ÉIREANN, CORCAIGH THE NATIONAL UNIVERSITY OF IRELAND, CORK COLÁISTE NA OLLSCOILE, CORCAIGH UNIVERSITY COLLEGE, CORK 4/5 Autumn Suppement 5 MS Integ Ccuus nd Diffeenti Equtions Pof. P.J. Rippon

More information

General Physics II. number of field lines/area. for whole surface: for continuous surface is a whole surface

General Physics II. number of field lines/area. for whole surface: for continuous surface is a whole surface Genel Physics II Chpte 3: Guss w We now wnt to quickly discuss one of the moe useful tools fo clculting the electic field, nmely Guss lw. In ode to undestnd Guss s lw, it seems we need to know the concept

More information

Two dimensional polar coordinate system in airy stress functions

Two dimensional polar coordinate system in airy stress functions I J C T A, 9(9), 6, pp. 433-44 Intentionl Science Pess Two dimensionl pol coodinte system in iy stess functions S. Senthil nd P. Sek ABSTRACT Stisfy the given equtions, boundy conditions nd bihmonic eqution.in

More information

Physics 1502: Lecture 2 Today s Agenda

Physics 1502: Lecture 2 Today s Agenda 1 Lectue 1 Phsics 1502: Lectue 2 Tod s Agend Announcements: Lectues posted on: www.phs.uconn.edu/~cote/ HW ssignments, solutions etc. Homewok #1: On Mstephsics this Fid Homewoks posted on Msteingphsics

More information

Friedmannien equations

Friedmannien equations ..6 Fiedmnnien equtions FLRW metic is : ds c The metic intevl is: dt ( t) d ( ) hee f ( ) is function which detemines globl geometic l popety of D spce. f d sin d One cn put it in the Einstein equtions

More information

SPA7010U/SPA7010P: THE GALAXY. Solutions for Coursework 1. Questions distributed on: 25 January 2018.

SPA7010U/SPA7010P: THE GALAXY. Solutions for Coursework 1. Questions distributed on: 25 January 2018. SPA7U/SPA7P: THE GALAXY Solutions fo Cousewok Questions distibuted on: 25 Jnuy 28. Solution. Assessed question] We e told tht this is fint glxy, so essentilly we hve to ty to clssify it bsed on its spectl

More information

1 Using Integration to Find Arc Lengths and Surface Areas

1 Using Integration to Find Arc Lengths and Surface Areas Novembe 9, 8 MAT86 Week Justin Ko Using Integtion to Find Ac Lengths nd Sufce Aes. Ac Length Fomul: If f () is continuous on [, b], then the c length of the cuve = f() on the intevl [, b] is given b s

More information

Chapter 21: Electric Charge and Electric Field

Chapter 21: Electric Charge and Electric Field Chpte 1: Electic Chge nd Electic Field Electic Chge Ancient Gees ~ 600 BC Sttic electicit: electic chge vi fiction (see lso fig 1.1) (Attempted) pith bll demonsttion: inds of popeties objects with sme

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

ab b. c 3. y 5x. a b 3ab. x xy. p q pq. a b. x y) + 2a. a ab. 6. Simplify the following expressions. (a) (b) (c) (4x

ab b. c 3. y 5x. a b 3ab. x xy. p q pq. a b. x y) + 2a. a ab. 6. Simplify the following expressions. (a) (b) (c) (4x . Simplif the following epessions. 8 c c d. Simplif the following epessions. 6b pq 0q. Simplif the following epessions. ( ) q( m n) 6q ( m n) 7 ( b c) ( b c) 6. Simplif the following epessions. b b b p

More information

Important design issues and engineering applications of SDOF system Frequency response Functions

Important design issues and engineering applications of SDOF system Frequency response Functions Impotnt design issues nd engineeing pplictions of SDOF system Fequency esponse Functions The following desciptions show typicl questions elted to the design nd dynmic pefomnce of second-ode mechnicl system

More information

(A) 6.32 (B) 9.49 (C) (D) (E) 18.97

(A) 6.32 (B) 9.49 (C) (D) (E) 18.97 Univesity of Bhin Physics 10 Finl Exm Key Fll 004 Deptment of Physics 13/1/005 8:30 10:30 e =1.610 19 C, m e =9.1110 31 Kg, m p =1.6710 7 Kg k=910 9 Nm /C, ε 0 =8.8410 1 C /Nm, µ 0 =4π10 7 T.m/A Pt : 10

More information

This immediately suggests an inverse-square law for a "piece" of current along the line.

This immediately suggests an inverse-square law for a piece of current along the line. Electomgnetic Theoy (EMT) Pof Rui, UNC Asheville, doctophys on YouTube Chpte T Notes The iot-svt Lw T nvese-sque Lw fo Mgnetism Compe the mgnitude of the electic field t distnce wy fom n infinite line

More information

Fourier-Bessel Expansions with Arbitrary Radial Boundaries

Fourier-Bessel Expansions with Arbitrary Radial Boundaries Applied Mthemtics,,, - doi:./m.. Pulished Online My (http://www.scirp.og/jounl/m) Astct Fouie-Bessel Expnsions with Aity Rdil Boundies Muhmmd A. Mushef P. O. Box, Jeddh, Sudi Ai E-mil: mmushef@yhoo.co.uk

More information

CBN 98-1 Developable constant perimeter surfaces: Application to the end design of a tape-wound quadrupole saddle coil

CBN 98-1 Developable constant perimeter surfaces: Application to the end design of a tape-wound quadrupole saddle coil CBN 98-1 Developale constant peimete sufaces: Application to the end design of a tape-wound quadupole saddle coil G. Dugan Laoatoy of Nuclea Studies Conell Univesity Ithaca, NY 14853 1. Intoduction Constant

More information

Data Structures. Element Uniqueness Problem. Hash Tables. Example. Hash Tables. Dana Shapira. 19 x 1. ) h(x 4. ) h(x 2. ) h(x 3. h(x 1. x 4. x 2.

Data Structures. Element Uniqueness Problem. Hash Tables. Example. Hash Tables. Dana Shapira. 19 x 1. ) h(x 4. ) h(x 2. ) h(x 3. h(x 1. x 4. x 2. Element Uniqueness Poblem Dt Stuctues Let x,..., xn < m Detemine whethe thee exist i j such tht x i =x j Sot Algoithm Bucket Sot Dn Shpi Hsh Tbles fo (i=;i

More information

3.1 Magnetic Fields. Oersted and Ampere

3.1 Magnetic Fields. Oersted and Ampere 3.1 Mgnetic Fields Oested nd Ampee The definition of mgnetic induction, B Fields of smll loop (dipole) Mgnetic fields in mtte: ) feomgnetism ) mgnetiztion, (M ) c) mgnetic susceptiility, m d) mgnetic field,

More information

4/2- and 4/3- Way Safety/Isolation Valve Model Z4 WEH 10 (Series 4X)

4/2- and 4/3- Way Safety/Isolation Valve Model Z4 WEH 10 (Series 4X) Function s n emergency on off isoltion vlve or on off isoltion/ypss vlve, primrly pplied with servo/proportionl systems Free flow through ports P nd T in ll pilot vlve positions Pilot operted y D 03, spool

More information

Chapter 6 Thermoelasticity

Chapter 6 Thermoelasticity Chpte 6 Themoelsticity Intoduction When theml enegy is dded to n elstic mteil it expnds. Fo the simple unidimensionl cse of b of length L, initilly t unifom tempetue T 0 which is then heted to nonunifom

More information

Special Vector Calculus Session For Engineering Electromagnetics I. by Professor Robert A. Schill Jr.

Special Vector Calculus Session For Engineering Electromagnetics I. by Professor Robert A. Schill Jr. pecil Vect Clculus essin Engineeing Electmgnetics I Pfess et. cill J. pecil Vect Clculus essin f Engineeing Electmgnetics I. imple cmputtin f cul diegence nd gdient f ect. [peicl Cdinte stem] Cul Diegence

More information

Current Balance Warm Up

Current Balance Warm Up PHYSICS EXPERIMENTS 133 Cuent Balance-1 Cuent Balance Wam Up 1. Foce between cuent-caying wies Wie 1 has a length L (whee L is "long") and caies a cuent I 0. What is the magnitude of the magnetic field

More information

4.2 Boussinesq s Theory. Contents

4.2 Boussinesq s Theory. Contents 00477 Pvement Stuctue 4. Stesses in Flexible vement Contents 4. Intoductions to concet of stess nd stin in continuum mechnics 4. Boussinesq s Theoy 4. Bumiste s Theoy 4.4 Thee Lye System Weekset Sung Chte

More information

Dynamically Equivalent Systems. Dynamically Equivalent Systems. Dynamically Equivalent Systems. ME 201 Mechanics of Machines

Dynamically Equivalent Systems. Dynamically Equivalent Systems. Dynamically Equivalent Systems. ME 201 Mechanics of Machines ME 0 Mechnics of Mchines 8//006 Dynmicy Equivent Systems Ex: Connecting od G Dynmicy Equivent Systems. If the mss of the connecting od m G m m B m m m. Moment out cente of gvity shoud e zeo m G m B Theefoe;

More information

NS-IBTS indices calculation procedure

NS-IBTS indices calculation procedure ICES Dt Cente DATRAS 1.1 NS-IBTS indices 2013 DATRAS Pocedue Document NS-IBTS indices clcultion pocedue Contents Genel... 2 I Rw ge dt CA -> Age-length key by RFA fo defined ge nge ALK... 4 II Rw length

More information

Quality control. Final exam: 2012/1/12 (Thur), 9:00-12:00 Q1 Q2 Q3 Q4 Q5 YOUR NAME

Quality control. Final exam: 2012/1/12 (Thur), 9:00-12:00 Q1 Q2 Q3 Q4 Q5 YOUR NAME Qulity contol Finl exm: // (Thu), 9:-: Q Q Q3 Q4 Q5 YOUR NAME NOTE: Plese wite down the deivtion of you nswe vey clely fo ll questions. The scoe will be educed when you only wite nswe. Also, the scoe will

More information

ELECTRO - MAGNETIC INDUCTION

ELECTRO - MAGNETIC INDUCTION NTRODUCTON LCTRO - MAGNTC NDUCTON Whenee mgnetic flu linked with cicuit chnges, n e.m.f. is induced in the cicuit. f the cicuit is closed, cuent is lso induced in it. The e.m.f. nd cuent poduced lsts s

More information

7.5-Determinants in Two Variables

7.5-Determinants in Two Variables 7.-eteminnts in Two Vibles efinition of eteminnt The deteminnt of sque mti is el numbe ssocited with the mti. Eve sque mti hs deteminnt. The deteminnt of mti is the single ent of the mti. The deteminnt

More information

SURFACE TENSION. e-edge Education Classes 1 of 7 website: , ,

SURFACE TENSION. e-edge Education Classes 1 of 7 website: , , SURFACE TENSION Definition Sufce tension is popety of liquid by which the fee sufce of liquid behves like stetched elstic membne, hving contctive tendency. The sufce tension is mesued by the foce cting

More information

π,π is the angle FROM a! TO b

π,π is the angle FROM a! TO b Mth 151: 1.2 The Dot Poduct We hve scled vectos (o, multiplied vectos y el nume clled scl) nd dded vectos (in ectngul component fom). Cn we multiply vectos togethe? The nswe is YES! In fct, thee e two

More information

Physics 505 Fall 2005 Midterm Solutions. This midterm is a two hour open book, open notes exam. Do all three problems.

Physics 505 Fall 2005 Midterm Solutions. This midterm is a two hour open book, open notes exam. Do all three problems. Physics 55 Fll 5 Midtem Solutions This midtem is two hou open ook, open notes exm. Do ll thee polems. [35 pts] 1. A ectngul ox hs sides of lengths, nd c z x c [1] ) Fo the Diichlet polem in the inteio

More information

Problem Set 3 SOLUTIONS

Problem Set 3 SOLUTIONS Univesity of Albm Deptment of Physics nd Astonomy PH 10- / LeCli Sping 008 Poblem Set 3 SOLUTIONS 1. 10 points. Remembe #7 on lst week s homewok? Clculte the potentil enegy of tht system of thee chges,

More information

1/8 Solenoid Operated Directional Valves, DSG-01 Series. Max. Operating Pressure Kgf/cm {Spool Type 60 Only 250}

1/8 Solenoid Operated Directional Valves, DSG-01 Series. Max. Operating Pressure Kgf/cm {Spool Type 60 Only 250} /8 Solenoid Operted Directionl Vlves, DSG- Series WID RNG OF MODLSChoose the optimum vlve to meet needs from lrge selection ville. DIRCIONL CONROLS IC--- he DSG- series solenoid operted directionl vlve

More information

Topics for Review for Final Exam in Calculus 16A

Topics for Review for Final Exam in Calculus 16A Topics fo Review fo Finl Em in Clculus 16A Instucto: Zvezdelin Stnkov Contents 1. Definitions 1. Theoems nd Poblem Solving Techniques 1 3. Eecises to Review 5 4. Chet Sheet 5 1. Definitions Undestnd the

More information

Physics 11b Lecture #11

Physics 11b Lecture #11 Physics 11b Lectue #11 Mgnetic Fields Souces of the Mgnetic Field S&J Chpte 9, 3 Wht We Did Lst Time Mgnetic fields e simil to electic fields Only diffeence: no single mgnetic pole Loentz foce Moving chge

More information

Angular Contac t Ball Bearings

Angular Contac t Ball Bearings High Pecision Angul Contct ll eings Stn Seies 1 Angul Contct ll eings Ult High-Spee Angul Contct ll eings Angul Contct ll eings Pt 4 1. ANGULAR CONTACT ALL EARINGS High Pecision Angul Contct ll eings (Stn

More information

DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING FLUID MECHANICS III Solutions to Problem Sheet 3

DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING FLUID MECHANICS III Solutions to Problem Sheet 3 DEPATMENT OF CIVIL AND ENVIONMENTAL ENGINEEING FLID MECHANICS III Solutions to Poblem Sheet 3 1. An tmospheic vote is moelle s combintion of viscous coe otting s soli boy with ngul velocity Ω n n iottionl

More information

AP Calculus AB Exam Review Sheet B - Session 1

AP Calculus AB Exam Review Sheet B - Session 1 AP Clcls AB Em Review Sheet B - Session Nme: AP 998 # Let e the nction given y e.. Find lim nd lim.. Find the solte minimm vle o. Jstiy tht yo nswe is n solte minimm. c. Wht is the nge o? d. Conside the

More information

BUILDERS INFORMATION. Lot Type: Lot Soil Classification: Strata Fees: R-Code: Design Guidelines: DAPs: Survey Strata.

BUILDERS INFORMATION. Lot Type: Lot Soil Classification: Strata Fees: R-Code: Design Guidelines: DAPs: Survey Strata. UILDERS INFORMTION Lot Type: Survey Strata Lot Soil Classification: Probable -Class Strata Fees: pprox. $170.00 per Quarter R-Code: R0 Design Guidelines: For flexibility, no design guidlines or convenants

More information

Prof. Dr. Yong-Su Na (32-206, Tel )

Prof. Dr. Yong-Su Na (32-206, Tel ) Fusion Recto Technology I (459.76, 3 Cedits) Pof. D. Yong-Su N (3-6, Tel. 88-74) Contents Week 1. Mgnetic Confinement Week -3. Fusion Recto Enegetics Week 4. sic Tokmk Plsm Pmetes Week 5. Plsm Heting nd

More information

GENERAL NOTES FOR THE YODOCK 2001M WITH STEEL RAIL KIT DESIGN NOTES FOR THE YODOCK 2001M WITH STEEL RAIL KIT 1.

GENERAL NOTES FOR THE YODOCK 2001M WITH STEEL RAIL KIT DESIGN NOTES FOR THE YODOCK 2001M WITH STEEL RAIL KIT 1. GENEAL NOTES FO THE YODOCK 2001M WITH STEEL AIL KIT 1. 2. 3. 4. 5. 6. 7. 8. 9. THE LONGITUDINAL TAFFIC BAIE SYSTEMS PESENTED ON THIS STANDAD DAWING (INDEX) AND THE LABEL YODOCK AE POPIETAY DESIGNS BY YODOCK

More information

Mark Scheme (Results) January 2008

Mark Scheme (Results) January 2008 Mk Scheme (Results) Jnuy 00 GCE GCE Mthemtics (6679/0) Edecel Limited. Registeed in Englnd nd Wles No. 4496750 Registeed Office: One90 High Holbon, London WCV 7BH Jnuy 00 6679 Mechnics M Mk Scheme Question

More information

Chapter 25 Electric Potential

Chapter 25 Electric Potential Chpte 5 lectic Potentil consevtive foces -> potentil enegy - Wht is consevtive foce? lectic potentil = U / : the potentil enegy U pe unit chge is function of the position in spce Gol:. estblish the eltionship

More information

GENERAL NOTES FOR THE YODOCK 2001 WITH STEEL RAIL KIT DESIGN NOTES FOR THE YODOCK 2001 WITH STEEL RAIL KIT

GENERAL NOTES FOR THE YODOCK 2001 WITH STEEL RAIL KIT DESIGN NOTES FOR THE YODOCK 2001 WITH STEEL RAIL KIT GENEAL NOTES FO THE YODOCK 2001 WITH STEEL AIL KIT 1. 2. 3. 4. 5. 6. 7. 8. THE LONGITUDINAL TAFFIC BAIE SYSTEMS PESENTED ON THIS STANDAD DAWING (INDEX) AND THE LABEL YODOCK AE POPIETAY DESIGNS BY THE YODOCK

More information

Course Updates. Reminders: 1) Assignment #8 available. 2) Chapter 28 this week.

Course Updates. Reminders: 1) Assignment #8 available. 2) Chapter 28 this week. Couse Updtes http://www.phys.hwii.edu/~vne/phys7-sp1/physics7.html Remindes: 1) Assignment #8 vilble ) Chpte 8 this week Lectue 3 iot-svt s Lw (Continued) θ d θ P R R θ R d θ d Mgnetic Fields fom long

More information

DESIGN OF BEAMS FOR MOMENTS

DESIGN OF BEAMS FOR MOMENTS CHAPTER Stuctual Steel Design RFD ethod Thid Edition DESIGN OF BEAS FOR OENTS A. J. Clak School of Engineeing Deatment of Civil and Envionmental Engineeing Pat II Stuctual Steel Design and Analysis 9 FA

More information

MN4TB1/2 Series. Applicable cylinder bore size: ø20 to ø80

MN4TB1/2 Series. Applicable cylinder bore size: ø20 to ø80 M port vlve DIN ril mount MN/ Series pplicle cylinder ore size: ø0 to ø0 MN W *0E JIS symol port vlve -position single solenoid -position doule solenoid -position ll ports closed -position //R connection

More information

Properties and Formulas

Properties and Formulas Popeties nd Fomuls Cpte 1 Ode of Opetions 1. Pefom ny opetion(s) inside gouping symols. 2. Simplify powes. 3. Multiply nd divide in ode fom left to igt. 4. Add nd sutt in ode fom left to igt. Identity

More information

Electricity & Magnetism Lecture 6: Electric Potential

Electricity & Magnetism Lecture 6: Electric Potential Electicity & Mgnetism Lectue 6: Electic Potentil Tody s Concept: Electic Potenl (Defined in tems of Pth Integl of Electic Field) Electicity & Mgnesm Lectue 6, Slide Stuff you sked bout:! Explin moe why

More information

SSC Mains Mock Test 226 [Answer with Solution]

SSC Mains Mock Test 226 [Answer with Solution] SS Mins Mock Test [nswe with Solution]. () Requied weight +.. () The sum of ges of the two olde plyes 0 + yes vege ge incesed months So, totl ge incesed months Sum of the ges of two new plyes yes + months

More information

GALVESTON COLLEGE PHOTO LAB RENOVATION

GALVESTON COLLEGE PHOTO LAB RENOVATION GVESTON COEGE PHOTO ENOVTION ISSUE FO EVIE DTE ISSUED: March 6, 08 GVESTON ENOVTION : 8-0000-00 405 venue Q Galveston, TX 77550 CONSUTNTS: CHITECTU / INTEIOS EVITIONS GENE NOTES NNOTTION SYMOS DING SHEET

More information

By esolution of ommonwealth Transportation LIMITED ESS HIGHWY POJET MNGE: TIMOTHY HTZELL, P.E. (73) 259-2749 (NOV District) SUVEYED BY, DTE: PEISION MESUEMENTS, IN., 9/25 (84) 34-5229 DESIGN BY: HNTB OPOTION

More information

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007

School of Electrical and Computer Engineering, Cornell University. ECE 303: Electromagnetic Fields and Waves. Fall 2007 School of Electical and Compute Engineeing, Conell Univesity ECE 303: Electomagnetic Fields and Waves Fall 007 Homewok 8 Due on Oct. 19, 007 by 5:00 PM Reading Assignments: i) Review the lectue notes.

More information

Mathematical Reflections, Issue 5, INEQUALITIES ON RATIOS OF RADII OF TANGENT CIRCLES. Y.N. Aliyev

Mathematical Reflections, Issue 5, INEQUALITIES ON RATIOS OF RADII OF TANGENT CIRCLES. Y.N. Aliyev themtil efletions, Issue 5, 015 INEQULITIES ON TIOS OF DII OF TNGENT ILES YN liev stt Some inequlities involving tios of dii of intenll tngent iles whih inteset the given line in fied points e studied

More information

FI 2201 Electromagnetism

FI 2201 Electromagnetism FI 1 Electomgnetism Alexnde A. Isknd, Ph.D. Physics of Mgnetism nd Photonics Resech Goup Electosttics ELECTRIC PTENTIALS 1 Recll tht we e inteested to clculte the electic field of some chge distiution.

More information

General. Eqn. 1. where, F b-bbf = Allowable bending stress at the bottom of the beam bottom flange, ksi.

General. Eqn. 1. where, F b-bbf = Allowable bending stress at the bottom of the beam bottom flange, ksi. COMPUERS AND SRUCURES, INC., BERKELEY, CALIORNIA DECEMBER 2001 COMPOSIE BEAM DESIGN AISC-ASD89 echnical Note Allowale Bending Stesses Geneal his echnical Note descies how the pogam detemines the allowale

More information

Polymer A should have the medium T g. It has a larger sidechain than polymer B, and may also have hydrogen bonding, due the -COOH group.

Polymer A should have the medium T g. It has a larger sidechain than polymer B, and may also have hydrogen bonding, due the -COOH group. MATERIALS 0 INTRODUTION TO STRUTURE AND PROPERTIES WINTER 202 Poblem Set 2 Due: Tuesdy, Jnuy 3, :00 AM. Glss Tnsition Tempetue ) The glss tnsition tempetue, T g, is stongly govened by the bility of the

More information

Physics 2020, Spring 2005 Lab 5 page 1 of 8. Lab 5. Magnetism

Physics 2020, Spring 2005 Lab 5 page 1 of 8. Lab 5. Magnetism Physics 2020, Sping 2005 Lab 5 page 1 of 8 Lab 5. Magnetism PART I: INTRODUCTION TO MAGNETS This week we will begin wok with magnets and the foces that they poduce. By now you ae an expet on setting up

More information

A COMPARISON OF MEMBRANE SHELL THEORIES OF HYBRID ANISOTROPIC MATERIALS ABSTRACT

A COMPARISON OF MEMBRANE SHELL THEORIES OF HYBRID ANISOTROPIC MATERIALS ABSTRACT A COMPARISON OF MEMBRANE SHELL THEORIES OF HYBRID ANISOTROPIC MATERIALS S. W. Chung* School of Achitectue Univesity of Uth Slt Lke City, Uth, USA S.G. Hong Deptment of Achitectue Seoul Ntionl Univesity

More information

Electric Field F E. q Q R Q. ˆ 4 r r - - Electric field intensity depends on the medium! origin

Electric Field F E. q Q R Q. ˆ 4 r r - - Electric field intensity depends on the medium! origin 1 1 Electic Field + + q F Q R oigin E 0 0 F E ˆ E 4 4 R q Q R Q - - Electic field intensity depends on the medium! Electic Flux Density We intoduce new vecto field D independent of medium. D E So, electic

More information

LA0011_11GB. Formulas and Units. Rotation 2 W. W = work in Ws = J = Nm. = ang. velocity in rad./sec. f = frequency in rev./sec.

LA0011_11GB. Formulas and Units. Rotation 2 W. W = work in Ws = J = Nm. = ang. velocity in rad./sec. f = frequency in rev./sec. Tnsmission technicl clcultions Min Fomuls Size designtions nd units ccoding to the SI-units Line moement: s m/s t s t m s 1 m t m/s t P F W F m N Rottion ω π f d/s ω π f m/s M F P M ω W M J ω J ω W Ws

More information

REQUEST FOR INFORMATION

REQUEST FOR INFORMATION rdmore, P tlantic City, NJ REQUEST FOR INFORMTION PROJECT: Renaissance Hotel Renovations RFI NUMBER:.0 FXB Engineering TTN: David Drake Christy Dr #0 Chadds Ford, P 0phone 0000000000fax Requested Date:

More information

On Natural Partial Orders of IC-Abundant Semigroups

On Natural Partial Orders of IC-Abundant Semigroups Intentionl Jounl of Mthemtics nd Computtionl Science Vol. No. 05 pp. 5-9 http://www.publicsciencefmewok.og/jounl/ijmcs On Ntul Ptil Odes of IC-Abundnt Semigoups Chunhu Li Bogen Xu School of Science Est

More information

. Using our polar coordinate conversions, we could write a

. Using our polar coordinate conversions, we could write a 504 Chapte 8 Section 8.4.5 Dot Poduct Now that we can add, sutact, and scale vectos, you might e wondeing whethe we can multiply vectos. It tuns out thee ae two diffeent ways to multiply vectos, one which

More information

On Some Hadamard-Type Inequalıtıes for Convex Functıons

On Some Hadamard-Type Inequalıtıes for Convex Functıons Aville t htt://vuedu/ Al Al Mth ISSN: 93-9466 Vol 9, Issue June 4, 388-4 Alictions nd Alied Mthetics: An Intentionl Jounl AAM On Soe Hdd-Tye Inequlıtıes o, Convex Functıons M Ein Özdei Detent o Mthetics

More information

AQA Maths M2. Topic Questions from Papers. Circular Motion. Answers

AQA Maths M2. Topic Questions from Papers. Circular Motion. Answers AQA Mths M Topic Questions fom Ppes Cicul Motion Answes PhysicsAndMthsTuto.com PhysicsAndMthsTuto.com Totl 6 () T cos30 = 9.8 Resolving veticlly with two tems Coect eqution 9.8 T = cos30 T =.6 N AG 3 Coect

More information

D D 200??? C C B B A A

D D 200??? C C B B A A D D 00 56 C C (.9) (.56) D 5 D XIL SLIP SUPPORT (ONE DIRECTION) FIXED SUPPORT FIXED SUPPORT FIXED SUPPORT XIL SLIP SUPPORTS C C XIL SLIP SUPPORT.9 5 -- Normal Hex Nut /- UNC, S. S. -- STUD, /- UNC, S.

More information

dx was area under f ( x ) if ( ) 0

dx was area under f ( x ) if ( ) 0 13. Line Integls Line integls e simil to single integl, f ( x) dx ws e unde f ( x ) if ( ) 0 Insted of integting ove n intevl [, ] (, ) f xy ds f x., we integte ove cuve, (in the xy-plne). **Figue - get

More information

Previously. Extensions to backstepping controller designs. Tracking using backstepping Suppose we consider the general system

Previously. Extensions to backstepping controller designs. Tracking using backstepping Suppose we consider the general system 436-459 Advnced contol nd utomtion Extensions to bckstepping contolle designs Tcking Obseves (nonline dmping) Peviously Lst lectue we looked t designing nonline contolles using the bckstepping technique

More information