GENERAL NOTES USE OF DESIGN DATA SHEETS:

Size: px
Start display at page:

Download "GENERAL NOTES USE OF DESIGN DATA SHEETS:"

Transcription

1 GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED INTERNL NGLE OF FRITION OF KFILL SOIL, = 0 TOTL UNIT WEIGT OF KFILL SOIL = 0 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE ON TIS SEET. EKED INTERNL NGLE OF FRITION (DRINED), FOUNDTION SOIL, = 8 f UNDRINED SER STRENGT (OESIVE), FOUNDTION SOIL, S = 00 PSF uf. SELET EDWLL TYPE "", "" OR "" PER TE "WEN TO UNIT WEIGT OF ONRETE = 0 PF USE" NOTE ON TIS SEET. SLOPE OF KFILL = : (TYPE & EDWLLS) EIGT OF LIVE LOD SURRGE = FT (TYPE EDWLLS) ONRETE LSS Q - OMPRESSIVE STRENGT 4000 PSI (, WINGWLL ND FORESLOPE WLL) REINFORING STEEL - STM,, OR GRDE 0 MINIMUM YIELD STRENGT 0,000 PSI (LL REINFORING SLL E EPOXY OTED) SED ON TE SSUMED DT, TE WINGWLLS IEVE FTORED ERING RESISTNES TT RE GRETER TN TEIR RESPETIVE ERING PRESSURES. IF KFILL MTERIL WIT IGER INTERNL NGLE OF FRITION OR LIGTER TOTL UNIT WEIGT IS USED; OR IF FOUNDTION SOIL WIT IGER DRINED INTERNL NGLE OF FRITION OR IGER UNDRINED SER STRENGT IS ENOUNTERED; TEN TE STILITY OF TE WINGWLLS IS STISFTORY. USE TYPE, ND EDWLLS S FOLLOWS: USE TYPE EDWLLS WEN TE ENTERLINE OF TE IS NORML TO TE RODWY. OT WINGWLLS FOR TYPE EDWLLS RE SKEWED T 4 FROM TE ENTERLINE. USE TYPE EDWLLS FOR RODWY SKEWS OF, 0 OR 4 DEGREES, OR WIT NO SKEW IF SITE ONDITIONS DITTE STRIGT WINGWLL ND WINGWLL WIT 4 DEGREE SKEW. USE TYPE EDWLLS ONLY WERE SITE ONSTRINTS SU S RIGT-OF-WY OR UTILITIES PREVENT EXTENDING TE WINGWLLS TO INTEREPT TE GRDED SLOPE. OT WINGWLLS FOR TYPE EDWLLS RE PRLLEL TO TE RODWY. SIZE LIMITTIONS: LIMIT USE OF TIS STNDRD DRWING TO PREST OX S WIT SPNS RNGING FROM 8 FEET TO 0 FEET (IN FEET INREMENTS ONLY), ND RISES RNGING FROM 4 FEET TO 0 FEET (IN FOOT INREMENTS). MKE REFERENE ON TE PLNS TO STM 4 FOR SPNS UP TO ND INLUDING FEET. FOR SPNS GRETER TN FEET ND UP TO ND INLUDING 0 FEET, OTIN OX FROM TE OFFIE OF STRUTURL ND PROVIDE DETILS IN TE PLNS. NY WIT SPN OR RISE EXEEDING TESE LIMITS REQUIRES SPEIL WLL. USE " OX TIKNESS FOR SPNS IN EXESS OF FEET. FORESLOPE WLL EIGT: TE FORESLOPE WLL EIGT WILL E EITER " OR OVE TE TOP OF TE. STEM EIGT: LULTE TE STEM EIGT, MESURED FROM TE TOP OF TE TO TE TOP OF TE WLL, S FOLLOWS:. FOR TYPE "" EDWLLS, USE TE TLE ON SEET /. FOR TYPE "" EDWLLS, IDENTIFY TE SKEW NGLE OF TE WIT RESPET TO TE RODWY "TET NGLE" (SEE GEOMETRI DIGRM ON SEET /) ND USE TE TLES ON SEETS / ND 4/. FOR TYPE "" EDWLLS, USE TE TLE ON SEET /. 4. IN TE PPROPRITE TLE, SELET TE REQUIRED EIGT "" FROM TE LEFTMOST OLUMN. FROM LEFT TO RIGT FIND TE WINGWLL DIMENSIONS, DIMENSIONS, WINGWLL REINFORING DT ND ESTIMTED QUNTITIES FOR YOUR. MULTIPLY ESTIMTED QUNTITIES WITIN TE LIMITS OF TE OX Y [OX SPN + x (OX WLL TIKNESS)].. IN TE SEOND OLUMN, IDENTIFY TE NUMER. REFER TO TE " REINFORING" TLE ON SEET / FOR TE REINFORING DT.. IDENTIFY TE REQUIRED FORESLOPE WLL EIGT OVE TE TOP OF TE OX. REFER TO TE "FORESLOPE WLL QUNTITIES" TLE ON SEET /. MULTIPLY ESTIMTED QUNTITIES Y [OX SPN + x (OX WLL TIKNESS)].. FOR STNDRD EDWLL DETILS, SEE SEET /. 8. PROVIDE TE & WINGWLL LYOUT ND ELEVTION VIEWS OF TE INLET ND OUTLET ENDS ON SEET OF TE PLN INSERTS. (TIS MY E OMPLISED Y OPYING ND PSTING TE PPROPRITE DETILS FROM TE DT SEETS.). USE TE ELETRONI SPREDSEETS TO GENERTE REINFORING SEDULES. UTOTLE METOD: TE EXEL WORKSEET ELLS USE ODOT UTOTLE STNDRD ROW EIGT ND FONTS. SELET TE REINFORING SEDULE ON TE EXEL WORKSEET ND USE 'RNGE IMPORT' OMMND ON UTOTLE T. SEE DDITIONL UTOTLE INFORMTION ON DD SUPPORT WESITE. PSTE METOD: PSTE TE TLE INTO TE D FILE. USE TE 'PSTE SPEIL' OMMND IN MIROSTTION, SELET 'PITURE OF MIRO- SOFT EXEL WORKSEET', ND SET TE METOD TO 'Y ORNER POINTS'. SELET TE TWO ORNERS OF TE OX ON TE PPROPRITE REINFORING SEET. DT SEET O N RETE E D W LLS FO R PRE ST O X S 0. EDIT LL DIMENSIONS ON TE DETILS ORDING TO TE TLES = OX RISE + (OX SL TIKNESS) + REQUIRED FORESLOPE WLL ON TE DT SEETS. ON TE DETILS SOWING EIGT REINFORING, USE INFORMTION PIKED FROM TE DT SEETS TO OMPLETE N UNDERSORE ( ) OR STERISK (*). SELET TE EIGT () Y ROUNDING UP TO TE NEREST VLUE SOWN IN TE TYPE, OR EDWLL TLES. SOW TE " EIGT". FILL IN TE ESTIMTED QUNTITIES ON SEET OF TE PLN INSERTS. ON TE PLNS.. DD PPROPRITE TO TE GENERL SETION ON SEET OF TE PLN INSERTS.. FOR STRUTURES OVER FEET IN SPN, INSERT TE OX REINFORING DETIL OTINED FROM TE OFFIE OF STRUTURL ON ONE OF TE SEETS. TO ER: ELETRONI SPREDSEETS RE VILLE TO PRODUE REINFORING SEDULES FOR TESE STNDRD EDWLLS. MT TE EDWLL TYPE, OR WEN USING TESE SEETS. TE DETILS PROVIDED SOWING SETIONS TROUG TE ENDS RE DETILED FOR TE INLET END. MKE PPROPRITE MODIFITIONS TO SOW TE OUTLET ENDS.

2 L ' MIN. 0'-0" MX. ' MX. b a EIGT 4 LIMITS OF QUNTITIES wall " PEJF SEE NOTE PLN SPN/ + SPN/ + wall wall TYPE EDWLL DIM. LENGT EIGT L h hf LIMITS OF WINGWLL ND WINGWLL QUNTITIES L '-0" WLL t. ON. DI. DIM. EXTEN. E.F. F.F. MX. MIN. N.F. a 4" DI. WEEPOLE ONSTRUTION JOINT ENTER LINE LER DIMENSIONS ONRETE DIMETER DIMENSION EXTENSION E FE FR FE MXIMUM MINIMUM NER FE b "X" R SIZE EIGT () FINISED GROUND LEGEND x WLL # h LINE PEJF QTY. REINF. SER. ST. SP. T& TYP. TYPE EDWLL SIZE y PREFORMED EXPNSION JOINT FILLER QUNTITY REINFORING SERIES SEET SPING TOP ND OTTOM TYPIL WINGWLL REINFORING (SEE SEET /) MX. SP. MX. SP. EXTEN. "Y" R (in) (in) LENGT c " hf OX SPN F ELEVTION TYPE EDWLL OX RISE (MIN.) FORESLOPE WLL " PEJF Wall # (cy/ft)* (lbs/ft)* h F OPTIONL. FOR SETIONS -, - ND F-F ND VIEW -, SEE SEET /.. FOR S, SEE SEET /.. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SEET /. 4. POROUS KFILL NOT SOWN FOR LRITY.. TESE WLLS SOULD E USED ONLY FOR WLL ONFIGURTIONS SOWN IN TESE STNDRDS.. SOW TE STTION ND OFFSET WIT RESPET TO TE ENTERLINE OF SURVEY ON TE PLNS. * INLUDES ND WLL ONRETE ND REINFORING WITIN TE LIMITS OF TE OX PER LINER FOOT. TO OTIN TE TOTL QUNTITY, MULTIPLY TIS VLUE/FOOT Y [OX SPN + x (OX WLL TIKNESS)]. EKED ED DT SEET O N RETE E D W LLS FO R PRE ST O X S '-" '-" 4'-" '-" '-0" '-" '-" 8'-" 4'-" '-0" '-0" '-" '-" 0'-0" '-0" '-" '-" '-0".. '-" '-" '-" '-" '-" '-0" '-0". 4., '-" '-" '-0" '-" 4'-" 0.,04., '-" '-" '-" '-".0 8. '-0".4, , '-" 8'-" '-".0 8. '-" 4.8,80 4.4, '-" 8 '-" '-" '-" '-".8, 8.,0 0..4

3 EIGT D LIMITS OF WINGWLL ND LIMITS OF WINGWLL QUNTITIES QUNTITIES L '-0" 4" DI. WEEPOLE D SEE NOTE PLN SPN/ + SPN/ + wall wall TYPE EDWLL FOR LL VLUES OF " " 4 - LIMITS OF WINGWLL ND WINGWLL QUNTITIES L / 0'-0" MX. ' MIN. ' MX. G G F F GEOMETRI DIGRM TYPE EDWLL (MIN.) hf ELEVTION TYPE EDWLL WINGWLL REINFORING (SEE SEET /) DIM. WLL DIMENSIONS MX. MX. EXTEN. t. "X" R "Y" R LENGTS EIGTS LENGTS EIGTS SP.(in) SP.(in) LENGT hf SIZE x SIZE y c L L h h (cy/ft)*(lbs/ft)* L L h h h WLL # " PEJF " PEJF wall FINISED GROUND LINE RODWY EDWLL OX RISE OX SPN = 0 ** = ** " FORESLOPE WLL WLL # h EIGT () OPTIONL. FOR SETIONS -, - ND F-F ND VIEW -, SEE SEET /.. FOR S, SEE SEET /.. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SEET /. 4. POROUS KFILL NOT SOWN FOR LRITY.. TESE WLLS SOULD E USED ONLY FOR WLL ONFIGURTIONS SOWN IN TESE STNDRDS.. SOW TE STTION ND OFFSET WIT RESPET TO TE ENTERLINE OF SURVEY ON TE PLNS. * INLUDES ND WLL ONRETE ND REINFORING WITIN TE LIMITS OF TE OX PER LINER FOOT. TO OTIN TE TOTL QUNTITY, MULTIPLY TIS VLUE/FOOT Y [OX SPN + x (OX WLL TIKNESS)]. (cy/ft)* (lbs/ft)* EKED ED DT SEET O N RETE E D W LLS FO R PRE ST O X S '-" 4'-" '-8" '-0" '-" '-" 0'-0" '-" '-" '-4" 4'-" '-" '-" '-" '-0".0.0 '-" 8'-" 4'-" '-" '-" '-" 4'-" '-" '-" '-" '-0" '-0" '-" '-0" 8'-".0., '-" '-0" '-" '-" '-" '-0" '-" '-4" '-0" '-" '-" 8.,8 4., 0.4. '-" '-" '-". 0., '-" '-" 4.. '-" '-" '-0" 0'-".88,44., '-8" '-0" '-".,4., '-0" 4'-" 4.. '-" 4'-" 0'-0" '-".8,8.4, '-" 4'-" '-" 8'-".8,., '-0" 4'-" '-" '-" 0.0,.04, '-" '-0" '-".,00 8.,.0.8 '-" 0.. 4'-" '-" '-".,8 8. 4, '-" '-" '-" 0'-".,8.,. 84. ** SEE "GEOMETRI DIGRM"

4 EKED ED EIGT DIM. hf RODWY GEOMETRI DIGRM WLL DIMENSIONS t. EDWLL WINGWLL REINFORING (SEE SEET /) MX. MX. EXTEN. LENGTS EIGTS "X" R "Y" R SP.(in) SP.(in) LENGT SIZE x SIZE y c L L h h LEGEND: ONSTRUTION JOINT PEJF PREFORMED EXPNSION. FOR, SEE SEET /. ENTER LINE JOINT FILLER LER QTY. QUNTITY ON. ONRETE REINF. REINFORING DI. DIMETER SER. SERIES DIM. DIMENSION ST. SEET EXTEN. EXTENSION SP. SPING E.F. E FE T& TOP ND OTTOM F.F. FR FE TYP. TYPIL MX. MXIMUM MIN. MINIMUM N.F. NER FE TYPE EDWLL FOR LL VLUES OF = 0 ** = 4 ** ON. LENGTS EIGTS REINF. (cy/ft)*(lbs/ft)* L L h h (cy/ft)* (lbs/ft)* DT SEET O N RETE E D W LLS FO R PRE ST O X S '-" 4'-" '-8" '-0" '-" 0'-0" '-" '-" '-" '-" '-" '-" '-0".0.0 '-" '-4" 4'-" 4'-" '-" 4'-" '-" '-" '-" '-0" '-0" '-8" '-0" '-0" '-4" 4'-" '-0" '-" '-" '-0" '-" '-0" '-" '-".8.4, '-" '-" '-" 4'-". 8 4., '-" '-" 4.. '-" '-4" '-0" '-" 0.8,8., '-" '-" '-0" '-".0,., '-0" 4'-" 4.. '-" 0'-0" 0'-8" '-".,48.8, '-" 8'-" '-" '-" 4.,.0, '-0" 4'-" '-" '-".,., '-" '-" '-".,.,.0.8 '-" 0.. 4'-" '-4" '-" 8'-" 8.84,0.4, '-" 0'-" '-" '-" 0.84, 40. 4, ** SEE "GEOMETRI DIGRM" ON SEET /

5 " FORESLOPE WLL LIMITS OF QUNTITIES L wall '-0" " PEJF EIGT PLN E ' MIN. 0'-0" MX. SPN/ + SPN/ + ' MX. wall wall SEE NOTE TYPE EDWLL WINGWLL DIM. LENGT L hf LIMITS OF WINGWLL ND WINGWLL QUNTITIES L 4" DI. G WEEPOLE E ONSTRUTION JOINT ENTER LINE LER ON. ONRETE DI. DIMETER DIM. DIMENSION EXTEN. EXTENSION E.F. E FE F.F. FR FE MX. MXIMUM MIN. MINIMUM N.F. NER FE LEGEND: TYPE EDWLL WINGWLL REINFORING (SEE SEET /) WLL DIMENSIONS MX. SP. MX. SP. EXTEN. t. "X" R "Y" R (in) (in) LENGT SIZE x SIZE y c EIGT () G OX RISE (MIN.) FINISED GROUND OPTIONL LINE OX SPN ELEVTION TYPE EDWLL (cy/ft)* (lbs/ft)* hf " PEJF. FOR SETIONS -, - ND F-F ND VIEW -, SEE SEET /.. FOR S, SEE SEET /. PEJF PREFORMED EXPNSION. FOR FORESLOPE WLL REINFORING ND QUNTITIES, SEE SEET /. JOINT FILLER QTY. QUNTITY 4. POROUS KFILL NOT SOWN FOR LRITY. REINF. REINFORING. TESE WLLS SOULD E USED ONLY FOR WLL ONFIGURTIONS SER. SERIES SOWN IN TESE STNDRDS. ST. SEET SP. SPING. SOW TE STTION ND OFFSET WIT RESPET TO TE ENTERLINE T& TOP ND OTTOM OF SURVEY ON TE PLNS. TYP. TYPIL * INLUDES ND WLL ONRETE ND REINFORING WITIN TE LIMITS OF TE OX PER LINER FOOT. TO OTIN TE TOTL QUNTITY, MULTIPLY TIS VLUE/FOOT Y [OX SPN + x (OX WLL TIKNESS)]. EKED ED DT SEET O N RETE E D W LLS FO R PRE ST O X S '-" 0'-0" '-" '-" '-0".. '-" '-" '-" '-0".0.0 '-" '-" '-" '-" '-0". 8. '-" 8.8, '-" '-0" '-" '-0". 8. '-8".,.8, '-" '-8" '-".0,48.4, '-0" '-0" '-0" 4'-".0,0., '-" 4'-" '-".4,., '-" 0'-" 4'-8".0. '-4" 0.0,44 4.,8.0.

6 # ORNER R (E.F.) "X" (F.F.) # (E.F.) # (E.F.) " PEJF SER."X" c/c (F.F.) SER. 8" MX. c/c (N.F.) "V" "v" c/c (T) "W" "w" c/c () FN # (T&, TYP.) "Z" R "Y" "y" c/c (F.F.) VIEW - TYPE OR TYPE (WINGWLL #) SETION F-F "Z" "z" c/c TYPE OR TYPE (WLL #) WINGWLL 8" MX. 8" SER. # 8" MX. 8" MX. 8" SER. # FN # (T&, TYP.) "V" "v" c/c (T) "W" "w" c/c () -# RS ( WLL) 8" MX. SER. 8" # (E.F.) " PEJF "Y" "y" c/c (F.F.) SER. "X" "x" c/c (F.F.) SER. 8" MX. c/c (N.F.) SER. 8" MX. (T&) VIEW D-D TYPE WINGWLL # " PEJF "Y" "y" c/c (F.F.) SER. "X" "x" c/c (F.F.) SER. 8" MX. c/c (N.F.) TYPE WINGWLL "V" "v" c/c (T) "W" "w" c/c () -# RS ( WLL) "Z" "z" c/c SETION G-G TYPE (WLL #) OR TYPE WINGWLL VIEW E-E 8" MX. : hf b WINGWLL SER. 8" " 8" MX. (E.F.) "Z" "z" c/c (MX.) VRIES top (MIN." MX. LOSURE POUR 4" DI. IN/FT " MIN. " ) 8"MX. (E.F.) NOR DOWELS bot " MX. "MX. a c a "V" "v" c/c (MX.) "W" RS "w" c/c NOTE 0 (MX.) WINGWLL 8"MX. (T&) # " OX RISE (SEE NOTE ) FINISED GROUND LINE "X" "x" c/c (MX.) "Y" c/c (MX.) b "MX. FORESLOPE WLL 8" MX. : (SEE NOTE 8) LEVEL SETION - (POROUS KFILL NOT SOWN FOR LRITY) EKED ED DT SEET O N RETE E D W LLS FO R PRE ST O X S 4 8 REINFORING MX. SP. "W", "Z" "V" R (in) RS MX. SP. (in) SIZE v SIZE w, z FORESLOPE WLL QUNTITIES EIGT OF FORESLOPE WLL FORESLOPE WLL WIDT FORESLOPE REINF. QTY. ON. QTY. b > WLL (ft) (lbs/ft)* (cy/ft)* " '-0" " INLUDES FORESLOPE WLL ONRETE ND * REINFORING WITIN TE LIMITS OF TE OX PER LINER FOOT. TO OTIN TE TOTL QUNTITY, MULTIPLY TIS VLUE/FOOT Y [OX SPN + x (OX WLL TIKNESS)].. FOR TE GENERL SEE SEET /.. FOR TE LOTIONS OF SETIONS - ND -, SEE SEETS /, / ND /.. FOR TE LOTIONS OF VIEW - ND SETION F-F, SEE SEETS / ND /. 4. FOR TE LOTION OF VIEW D-D SEE SEET /.. FOR TE LOTION OF VIEW E-E, SEE SEET /.. FOR TE LOTION OF SETION G-G, SEE SEETS / ND /.. FOR SIZE ND SPING OF "X" ND "Y" RS SEE SEETS / TO /. 8. : KSLOPE, NORML TO, IS FOR TYPE WINGWLLS ND TYPE WINGWLLS.. LEVEL SURFE WIT FOOT LIVE LOD SURRGE IS FOR TYPE WINGWLLS. 0. TE INTERFE ETWEEN TE TOP OF ND SE OF WINGWLL STEM IS INTENTIONLLY ROUGENED TO FULL MPLITUDE OF PPROXIMTELY /4" Y MENS OF SERRTED TROWEL. (MIN.) hf "Z" "z" c/c (MX.) # 8"MX. (T&) WLL SETION - ( INLET EVEL SOWN) 0. WLL TIKNESS ( wall) FOR PREST OX IS S FOLLOWS: SPN = WLL TIKNESS = 8" SPN = 0'-0" WLL TIKNESS = 0" SPN > WLL TIKNESS = "

GENERAL NOTES USE OF DESIGN DATA SHEETS:

GENERAL NOTES USE OF DESIGN DATA SHEETS: GENERL DT: TE FOLLOWING DT IS SSUMED: USE OF DT SEETS: ED REVIEWED INTERNL NGLE OF FRITION OF KFILL SOIL, = 30 TOTL UNIT WEIGT OF KFILL SOIL = 20 PF bf. LULTE TE REQUIRED EIGT "" PER TE "STEM EIGT" NOTE

More information

8.1. The Sine Law. Investigate. Tools

8.1. The Sine Law. Investigate. Tools 8.1 Te Sine Lw Mimi 50 ermud Tringle ermud 1600 km Sn Jun 74 Puerto Rio Te ermud Tringle, in te nort tlnti Oen, is te lotion of severl unexplined plne nd sip disppernes. Vrious teories ve een suggested

More information

A '-4" 10'-10" 16'-6" 7'-0" 23'-0" 10 3/4" 9'-6" 5 1/4" 2'-11 1/2" 2'-6" 3'-2 3/4" 3'-1" 4'-8 3/4" 2'-5 3/4" 2'-6" 7'-2" R.O. HD 7'-3" R.O.

A '-4 10'-10 16'-6 7'-0 23'-0 10 3/4 9'-6 5 1/4 2'-11 1/2 2'-6 3'-2 3/4 3'-1 4'-8 3/4 2'-5 3/4 2'-6 7'-2 R.O. HD 7'-3 R.O. Name of Trust, First Floor Plan -. -. 7'-" 0'-0" '-" 7'-0" '-0" -. N '-0" 9'-0" 7'-" 7'-" '-0" '-" " 0" '- /" '-0" '- /" 9" '-0" 9" '-0" 0 /" '-" '- /" '-" '-" '-0" '-" 0 /" 9'-" /" '- /" '-" '- /" '-"

More information

THIS PAGE INTENTIONALLY LEFT BLANK

THIS PAGE INTENTIONALLY LEFT BLANK THIS PGE INTENTIONLLY LEFT LNK Summary of hanges Standard Plan -9. ridge pproach Panel Layout (oncrete arrier on Wingwall) Transmittal Letter No. (-0) General. oncrete mix designations have been updated

More information

AT 500 V DC WITHSTANDING VOLTAGE: 1,000V RMS AT SEA LEVEL

AT 500 V DC WITHSTANDING VOLTAGE: 1,000V RMS AT SEA LEVEL TES M TM FOUR-WLL EER, SERIES " X " LOW PRILE, SURFE MOUNT, STRIGT N RIGT NGLE TROUG-OLE * LOW PRILE, SPE SVING ESIGN. * ENTER SLOT POLRIZTION PREVENTS MIS-INSERTIONS N REUES INSERTION TIME. * UL SLOT

More information

Macroscopic and Microscopic Springs Procedure

Macroscopic and Microscopic Springs Procedure Mrosopi nd Mirosopi Springs Proedure OBJECTIVE Purpose In this l you will: investigte the spring-like properties of stright wire, disover the strethiness of mteril, independent of the size nd shpe of n

More information

LAYOUT OF STONE PILE SCALE=1:100 SECTION OF PILE FOUNDATION SCALE=1:100 BUILDING LINE TRENCH LINE

LAYOUT OF STONE PILE SCALE=1:100 SECTION OF PILE FOUNDATION SCALE=1:100 BUILDING LINE TRENCH LINE 22120 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2120 2000 1500 1500 2000 1500 REV. ESRIPTION TE 2000 UILING LINE TRENH LINE 2000 2000 2000 16175 GROUN LEVEL 2000 (STONE PILE) GGREGTE N SN (1:4)

More information

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY GENERL NOTES. PROVIE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTE. USE LSS EMENT ONRETE f'c = 3000 PSI IN PEESTLS, FOOTINGS N S. PROVIE GRE 60 REINFORING STEEL RS THT MEET THE REQUIREMENTS OF STM

More information

Probability and Statistics P(A) Mathletics Instant Workbooks. Copyright

Probability and Statistics P(A) Mathletics Instant Workbooks. Copyright Proility nd Sttistis Student Book - Series K- P(A) Mthletis Instnt Workooks Copyright Student Book - Series K Contents Topis Topi - Review of simple proility Topi - Tree digrms Topi - Proility trees Topi

More information

NOTES. 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42" Height shown, 54" Height Similar) TABLE 1 - RAILING MEMBERS

NOTES. 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42 Height shown, 54 Height Similar) TABLE 1 - RAILING MEMBERS NOTES :\d\projects\standards\structures\current\ready4release\20book\00852-of8.dgn 5/2/202 0:09:4 M D VIEW OF RILING WITH TYPE - PIKET INFILL PNEL (4 Height shown, 54" Height Similar) TLE - RILING MEMERS

More information

3/8" Square Multi-Turn Cermet Trimmer

3/8 Square Multi-Turn Cermet Trimmer www.vishy.om 3/8" Squre Multi-Turn Cermet Trimmer Vishy Sfernie ermet element. FEATURES Industril grde The is smll size trimmer - 3/8" x 3/8" x 3/16" - nswering PC ord mounting requirements. Five versions

More information

CONCRETE & REINFORCING STEEL NOTES. MATERIAL PROPERTIES (U.N.O.) COMPRESSIVE STRENGTH - F'c = 4 KSI CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

CONCRETE & REINFORCING STEEL NOTES. MATERIAL PROPERTIES (U.N.O.) COMPRESSIVE STRENGTH - F'c = 4 KSI CONCRETE REINFORCEMENT - Fy = 60 KSI (A615 GR 60) STRUTURL DESIGN RITERI FOUNDTION NOTES ONRETE & REINFORING STEEL NOTES ERTHWORK NOTES STRUTURL SYMBOLOGY 3//0 :: PM :\Revit Local\38800-3.0-S-entral_8mjb.rvt. GOVERNING ODE: 00 IB. FLOOR LIVE LOD (03..)

More information

1/4" Multi-Turn Fully Sealed Container Cermet Trimmer

1/4 Multi-Turn Fully Sealed Container Cermet Trimmer www.vishy.om Vishy Sfernie 1/4" Multi-Turn Fully Seled Continer Cermet Trimmer Due to their squre shpe nd smll size (6.8 mm x 6.8 mm x 5 mm), the multi-turn trimmers of the series re idelly suited for

More information

REVIEW QUESTIONS TOPIC 5 TRIGONOMETRY I FLUENCY

REVIEW QUESTIONS TOPIC 5 TRIGONOMETRY I FLUENCY TOPIC 5 TRIGONOMETRY I REVIEW QUESTIONS FLUENCY The most urte mesure for the length of the third side in the tringle elow is: A 4.83 m B 23.3 m C 3.94 m D 2330 mm E 4826 mm 2 Wht is the vlue of x in this

More information

1/4" Multi-Turn Fully Sealed Container Cermet Trimmer

1/4 Multi-Turn Fully Sealed Container Cermet Trimmer 1/4" Multi-Turn Fully Seled Continer Cermet Trimmer Due to their squre shpe nd smll size (6.8 mm x 6.8 mm x 5 mm), the multi-turn trimmers of the series re idelly suited for PCB use, enling high density

More information

MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 1

MOE FLEXIBLE LEARNING SPACE NELSON 2-STOREY BLOCK WELLINGTON AND CHRISTCHURCH - OPTION 1 MOE FLEXILE LERNING SPE NELSON 2-STOREY LOK WELLINGTON N HRISTHURH - Plot ate: Office: Filename: 19/08/201 :18:4 a.m. -MOE-NELSON LOK ENTRL FILE 201 - ONRETE-_detached.rvt 1 TE N: 54 005 19 87 person using

More information

* TURNING SPACE ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * TURNING SPACE ** RAMP

* TURNING SPACE ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * TURNING SPACE ** RAMP * MXIMUM TURNING SPCE IS 2.0% IN ECH DIRECTION OF TRVEL. MINIMUM DIMENSIONS 5' x 5'. SEE NOTES. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). SEE NOTES. "NON-WLKING" RE * TURNING SPCE 24"

More information

TRIGONOMETRIC APPLICATIONS

TRIGONOMETRIC APPLICATIONS HPTER TRIGONOMETRI PPLITIONS n ocen is vst expnse tt cn e life-tretening to person wo experiences disster wile oting. In order for elp to rrive on time, it is necessry tt te cost gurd or sip in te re e

More information

3/8" Square Multi-Turn Cermet Trimmer

3/8 Square Multi-Turn Cermet Trimmer Vishy Sfernie 3/8" Squre Multi-Turn Cermet Trimmer FEATURES Industril grde W t 70 C The T93 is smll size trimmer - 3/8" x 3/8" x 3/16" - nswering PC ord mounting requirements. Five versions re ville whih

More information

PENINSULA - TYPE 1 3/8"=1'-0" ADA PENINSULA - TYPE 3 3/8"=1'-0" PENINSULA - TYPE 2 3/8"=1'-0" VANITY TYPES - NOTES 3/8"=1'-0"

PENINSULA - TYPE 1 3/8=1'-0 ADA PENINSULA - TYPE 3 3/8=1'-0 PENINSULA - TYPE 2 3/8=1'-0 VANITY TYPES - NOTES 3/8=1'-0 " ". 7'- " ". '-0" " " '-0". LR 5" '-" LER. '-0" M PENINSUL - E PENINSUL - E D PENINSUL - E. VNITY WIDTHS VRY. SEE 5/ ND 6/ FOR STNDRD WIDTHS.. STNDRD VNITY INET HS LEGS. ONTRTOR TO SEURE INET ND OUNTERTOP

More information

MODEL 351 POWERGLIDE SERIES INSTRUCTIONS FOR INSTALLING SARGENT DOOR CLOSERS WITH "H" HOLDER ARMS

MODEL 351 POWERGLIDE SERIES INSTRUCTIONS FOR INSTALLING SARGENT DOOR CLOSERS WITH H HOLDER ARMS MODEL POWERGLIDE SERIES INSTRUTIONS FOR INSTLLING SRGENT LOSERS WITH "H" HOLDER S SERIES NON SIZED DJUSTLE SIZES THRU 6 UTION: FILURE TO INSTLL OR DJUST PROPERLY MY RESULT IN INJURY OR DMGE. FOR SSISTNE,

More information

SLOVAK UNIVERSITY OF TECHNOLOGY Faculty of Material Science and Technology in Trnava. ELECTRICAL ENGINEERING AND ELECTRONICS Laboratory exercises

SLOVAK UNIVERSITY OF TECHNOLOGY Faculty of Material Science and Technology in Trnava. ELECTRICAL ENGINEERING AND ELECTRONICS Laboratory exercises SLOVAK UNIVERSITY OF TECHNOLOGY Fulty of Mteril Siene nd Tehnology in Trnv ELECTRICAL ENGINEERING AND ELECTRONICS Lbortory exerises Róbert Riedlmjer TRNAVA 00 ELECTRICAL ENGINEERING AND ELECTRONICS Lbortory

More information

Indirect Measurement

Indirect Measurement exploration Georgia Performance Standards M6G1.c, M6A2.c, M6A2.g Te eigts of very tall structures can be measured indirectly using similar figures and proportions. Tis metod is called indirect measurement.

More information

Experiment 3: The research of Thevenin theorem

Experiment 3: The research of Thevenin theorem Experiment 3: The reserch of Thevenin theorem 1. Purpose ) Vlidte Thevenin theorem; ) Mster the methods to mesure the equivlent prmeters of liner twoterminl ctive. c) Study the conditions of the mximum

More information

GENERAL NOTES / TYPICAL DETAILS

GENERAL NOTES / TYPICAL DETAILS GENERL NOTES / TYPIL DETILS x [RH] GENERL THE GENERL NOTES ND TYPIL DETILS RE PPLILE TO LL STRUTURL ONDITIONS NOT SPEIFILLY DETILED OR REFERENED ON STRUTURL DRWINGS THESE NOTES, DETILS ND DRWINGS RE TO

More information

SkillsUSA 2013 Contest Projects Technical Drafting

SkillsUSA 2013 Contest Projects Technical Drafting SkillsUS 2013 Contest Projects Tecnical Drafting Click te Print tis Section button above to automatically print te specifications for tis contest. Make sure your printer is turned on before pressing te

More information

Sample Plan RETAINING WALL DETAILS NARRATIVE. Sample Plan RETAINING WALL DETAILS CHECKLIST

Sample Plan RETAINING WALL DETAILS NARRATIVE. Sample Plan RETAINING WALL DETAILS CHECKLIST Sample Plan RETINING WLL DETILS --------- NRRTIVE REVISION DTE 05// References: Design Scene: Chapter - Walls Miscellaneous: Metro District's Electronic Details Library Standards Office's Electronic Details

More information

LORING THE SMARTER WAY TO ROAST PROPRIETARY ITEM:

LORING THE SMARTER WAY TO ROAST PROPRIETARY ITEM: TLE, MXIMUM WEIGHTS, L (KG) ROSTER (.) JOS TUING +. (.) ZONE.. 9.. 0.. 9. WLL TO L 0F STK 9.9 MINIMUM ROSTER LERNES R9.. ELETRIL ENLOSURE OOR OPENING EXHUST VENT JOS TUING EN ISION HISTORY ESRIPTION INITIL

More information

Whapmagoostui Warehouse Expansion/ FOR COORDINATION

Whapmagoostui Warehouse Expansion/ FOR COORDINATION OORDINTION SYMOLS ND REFERENES GRID NUMER GENERL NOTES. GENERL ONTRTOR MUST INFORM THE RHITET OF LL SPEIFI ONDITIONS OF THE PROJET THT MY FFET, HRM, OR STOP THE EEUTION OR OMPLETION OF THE WORK DEMNDED

More information

RemoteTeller SYSTEM - RTS VAT 21 GX CUSTOMER UNIT COMPONENTS CUSTOM DESIGNED CUSTOMER AREA

RemoteTeller SYSTEM - RTS VAT 21 GX CUSTOMER UNIT COMPONENTS CUSTOM DESIGNED CUSTOMER AREA SEND SEND CLL CLL L " LCD COLOR MONITOR 4-29- COLOR CCD CMER 4-29- 486G VT 2 GX CUSTOMER UNIT CLL -8-999-6 LISTINGS ND PPROVLS CLSSIFIED TO UL 4R SFETY OF INFORMTION TECHNOLOGY EQUIPMENT UL TESTED TO THE

More information

(1) Primary Trigonometric Ratios (SOH CAH TOA): Given a right triangle OPQ with acute angle, we have the following trig ratios: ADJ

(1) Primary Trigonometric Ratios (SOH CAH TOA): Given a right triangle OPQ with acute angle, we have the following trig ratios: ADJ Tringles nd Trigonometry Prepred y: S diyy Hendrikson Nme: Dte: Suppose we were sked to solve the following tringles: Notie tht eh tringle hs missing informtion, whih inludes side lengths nd ngles. When

More information

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY MIN. MX. LP SPLIE S REQUIRED Y DESIN TOP ND OTTOM S REQUIRED Y DESIN PREST PREST MODULR EMEDMENT LP THIKNESS SPLIE EPOXY OTED x ROUTED SPLIE MIN. HMER OUPLER SPN (S) ROUT PORT DETIL, SEE DESIN NOTE 6 SEE

More information

The Cottage Beach Design

The Cottage Beach Design GENERL NOTES ND SPECIFICTIONS The Design THE GENERL CONTRCTOR SHLL FULLY COMPLY WITH LL STTE ND LOCL CODE REQUIREMENTS. THE CONTRCTOR SHLL SSUME FULL RESPONSIILITY FOR NY WORK KNOWINGLY PERFORMED CONTRRY

More information

LORING THE SMARTER WAY TO ROAST PROPRIETARY ITEM:

LORING THE SMARTER WAY TO ROAST PROPRIETARY ITEM: TLE, MXIMUM WEIGHTS, L (KG) ROSTER (9) JOS TUING + (9.) GREEN EN RT + (.) EXHUST STK VENT UTO HOPPER.9.. 9.. ZONE TRIER UTO ISHRGE OOR PPROVE J HUTTON. 0....0 9. WLL TO. 0..0 0. REOMMENE LERNE.0. REOMMENE

More information

Code Review The following is a review of selected portions of the International Building Code 2015 (IBC2015) which apply to this project.

Code Review The following is a review of selected portions of the International Building Code 2015 (IBC2015) which apply to this project. ESIGNE Y: RWN Y: HEKE Y: TE: SLE: //07 /" = '-0" OVER SHEET Hoover Metal uildings, Inc. PROJET FOR: PPROVLS: TE REVISIONS: Y: UILING "" P.O. ox 99 Lexington, S 907 (80)9-98 ode Review The following is

More information

EARL GREY SCHOOL GYM CONSTRUCTION: 845 HILLCREST AVENUE SW, CALGARY, ALBERTA CONSULTANTS: ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL:

EARL GREY SCHOOL GYM CONSTRUCTION: 845 HILLCREST AVENUE SW, CALGARY, ALBERTA CONSULTANTS: ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL: ONSTRUTION: 845 HILLREST VENUE SW, LGRY, LERT ONSULTNTS: RHITETURL: STRUTURL: MEHNIL: ELETRIL: #00, 000-9th VE. S.W. LGRY, LERT. PHONE: (403) 6-85 F: (403) 37-639 RESS RWING INE RWING REFERENE RHITETURL

More information

Center for Academic Excellence. Area and Perimeter

Center for Academic Excellence. Area and Perimeter Center for Academic Excellence Area and Perimeter Tere are many formulas for finding te area and perimeter of common geometric figures. Te figures in question are two-dimensional figures; i.e., in some

More information

DETAIL A SCALE 1 : 85

DETAIL A SCALE 1 : 85 ISIONS ZONE LTR. ESRIPTION TE PP - INITIL RELESE PER N NORTH.0 0 EST ISOLTE P (0" X.") 0 9 0 X FOOKE # 0 ENTER ISOLTE P (" X 9") WEST ISOLTE P (0" X.") FOOKE # 0. RWING ONTENTS SHEET : OVERLL LYOUT SHEET

More information

Loading transformers with non sinusoidal currents

Loading transformers with non sinusoidal currents LES00070-ZB rev. Loading transformers wit non sinusoidal currents K Factor Loading transformers wit non sinusoidal currents... Interpretation / example... 6 Copyrigt 007 ABB, All rigts reserved. LES00070-ZB

More information

HEADED ANCHOR BOLT OPTION

HEADED ANCHOR BOLT OPTION Ground Rod 18" min. Depth, 2 Required nchor Bolts. Number (min. 8) and Size as Required by Manufacturer. 6" to 12" Ground Line " dia. Conduit Number and Direction as Shown on Lighting Layout Sheets. Slope

More information

WYOMING CLEAN WATER PLANT

WYOMING CLEAN WATER PLANT CLVIN COLLEGE ENGINEERING TEM I0DOR GRND RPIDS, MI WYOMING CLEN WTER PLNT ODOR CONTROL 0/06/06 Kent County Project Location SHEET INDEX Description ONE-CLL NOTIFICTION SYSTEM CLL EFORE YOU DIG!!! 800-8-77

More information

DIN C-FORM & R-FORM PLUG, DIN SERIES VERTICAL, RIGHT ANGLE, SOLDER TAIL OR PRESS-FIT TERMINATION,.100" BACKPLANE REAR PLUG 3M TM

DIN C-FORM & R-FORM PLUG, DIN SERIES VERTICAL, RIGHT ANGLE, SOLDER TAIL OR PRESS-FIT TERMINATION,.100 BACKPLANE REAR PLUG 3M TM M TM IN -FORM & R-FORM PLUG, IN SERIES VERTIL, RIGHT NGLE, SOLER TIL TERMINTION, " KPLNE RER PLUG. TES REGULTORY INFORMTION: VISIT M.com/regs OR ONTT YOUR M REPRESENTTIVE TO FIN THE RoHS OMPLINE STTUS

More information

Analog Input Modules

Analog Input Modules 7 922 nlog Input odules G56... nlog input modules for the ontrol of SQ5... ir dmper tutors y ontinuous nlog ontrol signls, suh s 4...20 m, nd ontinuous nlog position feedk signls. For supplementry Dt Sheets,

More information

FABRICATION FORM. CORRUGATED MANHOLE/CATCH BASIN 300 mm (12 in) TO 900 mm (36 in) FOR NON-ROADWAY USE

FABRICATION FORM. CORRUGATED MANHOLE/CATCH BASIN 300 mm (12 in) TO 900 mm (36 in) FOR NON-ROADWAY USE ORRUGTED MNHOLE/TH SIN TO FOR NON-RODWY USE PROJET : FRME HEIGHT TOP LIENT : TELEPHONE :_ PPROVED Y : H STD: 1.3 m (4.3 ft) QUNTITY : MNHOLE/TH SIN NUMER : s on the site plan. DIMENSIONS : 1 Nomal diameter

More information

ALUMINUM PEDESTRIAN/BICYCLE RAILING

ALUMINUM PEDESTRIAN/BICYCLE RAILING MEMBER s (Type "" & "B") s (Type "") Top Plate (Type "") End Hoops Joint/Splice Sleeves Intermediate & Int. & onnection Sleeve Handrail Joint/Splice Sleeves Handrails Handrail Support Bar Pickets (Type

More information

AGA56... Analog Input Modules. Siemens Building Technologies HVAC Products

AGA56... Analog Input Modules. Siemens Building Technologies HVAC Products 7 922 nlog Input odules G56... nlog input modules for the ontrol of SQ5... ir dmper tutors y ontinuous nlog ontrol signls, suh s 4...20 m, nd ontinuous nlog position feedk signls. For supplementry Dt Sheets,

More information

ISM-PRO SOFTWARE DIGITAL MICROSCOPE OPERATION MANUAL

ISM-PRO SOFTWARE DIGITAL MICROSCOPE OPERATION MANUAL MN-ISM-PRO-E www.insize.om ISM-PRO SOFTWARE DIGITAL MICROSCOPE OPERATION MANUAL Desription Clik Next. As the following piture: ISM-PRO softwre is for ISM-PM00SA, ISM-PM600SA, ISM- PM60L digitl mirosopes.

More information

EDUCATION GRADE 12 JUNE EXAMINATION 2013 UMLAZI / ILEMBE / UGU ENGINEERING GRAPHICS AND DESIGN PAPER 1 MANUFACTURING ENGINEERING & TECHNOLOGY

EDUCATION GRADE 12 JUNE EXAMINATION 2013 UMLAZI / ILEMBE / UGU ENGINEERING GRAPHICS AND DESIGN PAPER 1 MANUFACTURING ENGINEERING & TECHNOLOGY ENGINEERING GRPHICS ND DESIGN GRDE 12 JUNE 201 INSTRUCTIONS ND INFORMTION GRDE 12 EDUCTION UMLZI / ILEMBE / UGU MNUFCTURING ENGINEERING & TECHNOLOGY 1. The question paper consists of THREE questions. 2.

More information

7. CONTINUOUS HORIZONTAL BARS AND CORNER BARS IN SLABS SHALL BE LAPPED AS FOLLOWS AT SPLICES. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE.

7. CONTINUOUS HORIZONTAL BARS AND CORNER BARS IN SLABS SHALL BE LAPPED AS FOLLOWS AT SPLICES. SPLICE LOCATION SHALL BE STAGGERED WHERE POSSIBLE. GENERL NOTE: DEIGN RITERI ONRETE (ONT.): TRUTURL TEEL:. DEIGN LIVE LOD RE IN ORDNE WITH THE INTERNTIONL UILDING ODE, 00 EDITION, WITH THE FOLLOWING MINIMUM RITERI: FLOOR LOD: OUPNY OR UE: LIVE LOD: EXIT

More information

(1) Non-linear system

(1) Non-linear system Liner vs. non-liner systems in impednce mesurements I INTRODUCTION Electrochemicl Impednce Spectroscopy (EIS) is n interesting tool devoted to the study of liner systems. However, electrochemicl systems

More information

RE: Stonybrook Estate Stage 4 Amended Road and Drainage Plans Conditional Approval Letter

RE: Stonybrook Estate Stage 4 Amended Road and Drainage Plans Conditional Approval Letter Our Reference: 3850064 24 February 2017 Luke Vieyra SME - ustralia & New Zealand Division L 10 71 Queens Road Melbourne Vic 3004 Dear Luke, RE: Stonybrook Estate Stage 4 mended Road and Drainage Plans

More information

Resistors, Current and Voltage measurements, Ohm s law, Kirchhoff s first and second law. Kirchhoff s first Objectives:

Resistors, Current and Voltage measurements, Ohm s law, Kirchhoff s first and second law. Kirchhoff s first Objectives: EE -050 Ciruit L Experiment # esistors, Current nd Voltge mesurements, Ohm s lw, Kirhhoff s first nd seond lw. Kirhhoff s first Ojetives: Slmn in Adul Aziz University Eletril Engineering Deprtment. Fmiliriztion

More information

ON TWO-PLANE BALANCING OF SYMMETRIC ROTORS

ON TWO-PLANE BALANCING OF SYMMETRIC ROTORS Proceedings of ME Turbo Expo 0 GT0 June -5, 0, openagen, Denmark GT0-6806 ON TO-PLNE BLNING OF YMMETRI ROTOR Jon J. Yu, P.D. GE Energy 63 Bently Parkway out Minden, Nevada 8943 U Pone: (775) 5-5 E-mail:

More information

3M TM PIN STRIP HEADER, 951 SERIES 2MM AND 2MM X 2MM STRAIGHT, RIGHT ANGLE AND SURFACE MOUNT, SOLDER TAIL

3M TM PIN STRIP HEADER, 951 SERIES 2MM AND 2MM X 2MM STRAIGHT, RIGHT ANGLE AND SURFACE MOUNT, SOLDER TAIL M TM PIN STRIP HEER, 9 SERIES MM N MM X MM STRIGHT, RIGHT NGLE N SURFE MOUNT, SOLER TIL. REGULTORY INFORMTION: VISIT M.com/regs OR ONTT YOUR M REPRESENTTIVE TO FIN THE RoHS OMPLINE STTUS THE M PRT YOU

More information

Radiant systems 0801EN March 2016 Radiant plasterboard ceiling and/or floor system ISO /7

Radiant systems 0801EN March 2016 Radiant plasterboard ceiling and/or floor system ISO /7 RADIANT CEILING SYSTEM Description is rdint ceiling/wll system relized with 600x1200 mm EPS200 preformed pnels coted with 0,3 mm luminium thermo-conductor sheets, where the plstic pipe with n externl Ø

More information

Technical Note 7. General Introduction. Holy Stone

Technical Note 7. General Introduction. Holy Stone Generl Introdution Tehnil Note 7 The Multilyer Cermi Chip Cpitors supplied in bulk, ssette or tped & reel pkge re idelly suitble for thik-film Hybrid iruits nd utomti surfe mounting on printed iruit bords.

More information

Patterns and Algebra

Patterns and Algebra Student Book Series D Mthletis Instnt Workooks Copyright Series D Contents Topi Ptterns nd funtions identifying nd reting ptterns skip ounting ompleting nd desriing ptterns numer ptterns in tles growing

More information

CHAPTER 3 EDGE DETECTION USING CLASICAL EDGE DETECTORS

CHAPTER 3 EDGE DETECTION USING CLASICAL EDGE DETECTORS CHAPTER 3 EDE DETECTION USIN CLASICAL EDE DETECTORS Edge detection is one o te most importnt opertions in imge nlsis. An edge is set o connected piels tt lie on te boundr between two regions. Te clssiiction

More information

SAMPLE GENERAL NOTES FOR REPAIR METHODS:

SAMPLE GENERAL NOTES FOR REPAIR METHODS: GUIELINES FOR EVELOPING ETILS FOR REPIR OF MSE WLL FING THESE SMPLE ETILS N NOTES PROVIE GUINE ON REPIR METHOS FOR MGE PORTIONS OF MEHNILLY STILIZE ERTH (MSE) WLLS WITH PREST ONRETE PNELS N STEEL OR GEOSYNTHETI

More information

On the relation between radiated and conducted RF emission tests

On the relation between radiated and conducted RF emission tests Presented at te 3 t International Zuric Symposium on Electromagnetic Compatibility, February 999. On te relation between radiated and conducted RF emission tests S. B. Worm Pilips Researc Eindoven, te

More information

& Y Connected resistors, Light emitting diode.

& Y Connected resistors, Light emitting diode. & Y Connected resistors, Light emitting diode. Experiment # 02 Ojectives: To get some hndson experience with the physicl instruments. To investigte the equivlent resistors, nd Y connected resistors, nd

More information

Copyright 2005, Favour Education Centre. Mathematics Exercises for Brilliancy Book 3. Applications of trigonometry.

Copyright 2005, Favour Education Centre. Mathematics Exercises for Brilliancy Book 3. Applications of trigonometry. Unit 20 pplications of trigonometry Important facts 1. Key terms gradient ( 斜率 ), angle of inclination ( 傾斜角 ) angle of elevation ( 仰角 ), angle of depression ( 俯角 ), line of sigt ( 視線 ), orizontal ( 水平線

More information

A B C D E F G H EXCAVATE AS NEEDED TO CONSTRUCT NEW EMBANKMENT POTENTIAL BORROW PRISM, NOT MEASURED FOR PAYMENT FLAT POOL EL. 183.

A B C D E F G H EXCAVATE AS NEEDED TO CONSTRUCT NEW EMBANKMENT POTENTIAL BORROW PRISM, NOT MEASURED FOR PAYMENT FLAT POOL EL. 183. 8 7 EMNKMENT PLE 0. M EING N 0. M KG RIPRP EL. 8. -7 MIN. SEE 7-0 EXVTE S NEEE TO ONSTRUT NEW EMNKMENT NEW UNOMPTE ERTH EMNKMENT - 0 MIN POTENTIL ORROW PRISM, NOT MESURE FOR PYMENT EMNKMENT FLT POOL EL.

More information

S.R. 32 AT GRADE CROSSING

S.R. 32 AT GRADE CROSSING DESIGNTION CONTRCT THE CITY OF NOBLESVILLE RILROD PLNS S.R. 3 T GRDE CROSSING The Noblesville 8th Street railroad crossing replacement from south of S.R. 3 to Logan Street will GROSS LENGTH:- 0.03 mi.

More information

Safety Relay Unit. Main contacts Auxiliary contact Number of input channels Rated voltage Model Category. possible 24 VAC/VDC G9SA-501.

Safety Relay Unit. Main contacts Auxiliary contact Number of input channels Rated voltage Model Category. possible 24 VAC/VDC G9SA-501. Sfety Rely Unit The Series Offers Complete Line-up of Compct Units. Four kinds of -mm wide Units re ville: A -pole model, -pole model, nd models with poles nd OFF-dely poles, s well s Two-hnd ler. Simple

More information

FORT COLLECTION THE FORT LOFT BED

FORT COLLECTION THE FORT LOFT BED FORT OLLETION PGE 1 4269, 4270, 4271 7030-00426 TE FORT LOFT ED MTERIL NEEDED REFER TO TE FORT LOFT ED INVENTORY EET INLUDED 1) 1- FORT LOFT FRME #4269 2) 1- FORT LOFT END #4270 3) 1- FORT LOFT ET #4271

More information

VERSION 2 #BB_0001. Four complete assemblies to be made for the following tests: RFQ Major Vane to Minor Vane. Joint Test Assemblies

VERSION 2 #BB_0001. Four complete assemblies to be made for the following tests: RFQ Major Vane to Minor Vane. Joint Test Assemblies #_000 RFQ Major Vane to Minor Vane Joint Test ssemblies F RONT EN TEST STN (F.E.T.S.) SETION - SIE F F VERSION G G Number off: omplete ssemblies Hole centres: `0.0 mm Scale: o not scale rawing number:

More information

Study Guide # Vectors in R 2 and R 3. (a) v = a, b, c = a i + b j + c k; vector addition and subtraction geometrically using parallelograms

Study Guide # Vectors in R 2 and R 3. (a) v = a, b, c = a i + b j + c k; vector addition and subtraction geometrically using parallelograms Study Guide # 1 MA 26100 - Fll 2018 1. Vectors in R 2 nd R 3 () v =, b, c = i + b j + c k; vector ddition nd subtrction geometriclly using prllelogrms spnned by u nd v; length or mgnitude of v =, b, c,

More information

Proposed Cable Tables for SAS2

Proposed Cable Tables for SAS2 Tle 50 Requirements for internl le ssemlies using SASDrive onnetors n kplnes. Requirement, Units 1,5 Gps 3Gps 6 Gps Bulk le or kplne:, Differentil impene ohm 100 ± 10 100 g Common-moe impene ohm 32,5 ±

More information

ASY P.O. BOX 729 TERRELL, TEXAS / PAGE 1 OF 13 SAM

ASY P.O. BOX 729 TERRELL, TEXAS / PAGE 1 OF 13 SAM 203 Madix Inc., ll rights reserved ommon Parts 2 MXI GRI WIRE GRI SHELF WITH (GPWGS) MXI GRI FIXTURE PNEL (GPWFP) FIXTURE PNELS RE USE S EN SUPPORT. SHELF N E USE NYWHERE. MXI GRI REINFORMENT R 3 (GPR)

More information

Section 6.1 Law of Sines. Notes. Oblique Triangles - triangles that have no right angles. A c. A is acute. A is obtuse

Section 6.1 Law of Sines. Notes. Oblique Triangles - triangles that have no right angles. A c. A is acute. A is obtuse Setion 6.1 Lw of Sines Notes. Olique Tringles - tringles tht hve no right ngles h is ute h is otuse Lw of Sines - If is tringle with sides,, nd, then sin = sin = sin or sin = sin = sin The miguous se (SS)

More information

S PORTIONS OF THIS DRAWING MAY NOT BE TO SCALE. THEREFORE, THIS DRAWING SHALL NOT BE SCALED. COPYRIGHT 2017 DATUM ENGINEERS, INC.

S PORTIONS OF THIS DRAWING MAY NOT BE TO SCALE. THEREFORE, THIS DRAWING SHALL NOT BE SCALED. COPYRIGHT 2017 DATUM ENGINEERS, INC. 06 Moody/Nolan Inc. 4/6/07 9:0:5 M :\Users\kelly.DTUM\Documents\Revit 06 ocal\ EP orpus hristi - Struct_kthibodeaux.rvt TYPI STRUTUR REVITIONS OVE FINIS FOOR DDITION DJENT GGREGTE TERNTE NOR OT ND NGE

More information

Basis of Design - Performance-Based Design

Basis of Design - Performance-Based Design asis of Design - Performance-ased Design March th 07 KPFF onsulting Engineers SW Fifth venue, Suite 00 Portland, OR 970 (0) 7- INTRODUTION ND KGROUND This document outlines the basis of design for the

More information

PRODUCT DRAWING MESSRS : CUSTOMER'S PRODUCT NAME : DC/AC INVERTER UNIT CXA-0345 TDK PRODUCT NAME : DATE :

PRODUCT DRAWING MESSRS : CUSTOMER'S PRODUCT NAME : DC/AC INVERTER UNIT CXA-0345 TDK PRODUCT NAME : DATE : No. MESSRS : CUSTOMER'S PRODUCT NME : TDK PRODUCT NME : DC/C INERTER UNIT CX-0345 DTE : TDK Corportion Corporte Hedqurters 3-,Nihonshi -chome,chuo-ku, Tokyo 03, JPN Telephone : 03-3278-5 2-5-7,Higshi-Ohwd,Ichik

More information

Seven Sisters. Visit for video tutorials

Seven Sisters. Visit   for video tutorials Seven Sisters This imge is from www.quiltstudy.org. Plese visit this website for more informtion on Seven Sisters quilt ptterns. Visit www.blocloc.com for video tutorils 1 The Seven Sisters design cn be

More information

UPPER POINT COOK STAGE 28

UPPER POINT COOK STAGE 28 UPPER POINT OOK GENERAL NOTES: 1. ALL LEVELS ARE TO AUSTRALIAN EIGT DATUM AND ALL OORDINATES ARE TO MAP GRID OF AUSTRALIA (MGA) ZONE 55. 2. ALL S SOWN ON TE ENGINEERING DRAWINGS AVE BEEN INTERPOLATED FROM

More information

Calculation of Antenna Pattern Influence on Radiated Emission Measurement Uncertainty

Calculation of Antenna Pattern Influence on Radiated Emission Measurement Uncertainty Calculation of Antenna Pattern Influence on Radiated Emission Measurement Uncertainty Alexander Kriz Business Unit RF-Engineering Austrian Researc Centers GmbH - ARC A-444 Seibersdorf, Austria alexander.kriz@arcs.ac.at

More information

Water Street Apartments

Water Street Apartments 9//5, :8 PM: /Volumes/H/DESIGN/LIENTS/_TIVE PROJETS/MFM--Multifamily-IslandHousingTrust-MV/H--MFM-05-RHID/MFM- -050909.pln 9//5 Water Street partments PROJET INFORMTION lient: Designer: uilder/ontractor:

More information

ARK CHEVRON INSTALLATION GUIDE

ARK CHEVRON INSTALLATION GUIDE ARK CHEVRON INSTALLATION GUIDE THANK YOU FOR YOUR PURCHASE OF DUCHÂTEAU WALL COVERINGS. We recommend you hire n experienced finish crpenter or wood flooring instller to chieve qulity results with ll DuChâteu

More information

Installation manual. Daikin Altherma LAN adapter BRP069A61 BRP069A62. Installation manual Daikin Altherma LAN adapter. English

Installation manual. Daikin Altherma LAN adapter BRP069A61 BRP069A62. Installation manual Daikin Altherma LAN adapter. English Instlltion mnul Dikin Altherm LAN dpter BRP069A6 BRP069A6 Instlltion mnul Dikin Altherm LAN dpter English Tle of ontents Tle of ontents Aout the doumenttion. Aout this doument... Aout the produt. Comptiility....

More information

Punctured Binary Turbo-Codes with Optimized Performance

Punctured Binary Turbo-Codes with Optimized Performance Punctured Binary Turbo-odes wit Optimized Performance I. atzigeorgiou, M. R. D. Rodrigues, I. J. Wassell Laboratory for ommunication Engineering omputer Laboratory, University of ambridge {ic1, mrdr, iw}@cam.ac.uk

More information

Pilot Operated Servo Proportional DC Valve Series D*1FP

Pilot Operated Servo Proportional DC Valve Series D*1FP Ctlogue HY11-5/UK Chrcteristics he series of pilot operted servo proportionl vlves D*1F trnsfers the dvntges of the rker ptented Voice Coil Drive (VCD ) to lrger frme sizes nd thus high flow rtes. he high

More information

NOTES 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL. (42" Height shown, 54" Height Similar) TABLE 1 - RAILING MEMBERS ALTERNATIVE BOTTOM &

NOTES 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL. (42 Height shown, 54 Height Similar) TABLE 1 - RAILING MEMBERS ALTERNATIVE BOTTOM & NOTES C:\d\projects\standards\structures\current\ready4release\20book\00862-of8.dgn 5/2/202 0:0:6 M 0.2 MEMBER s Joint/Splice Sleeves Intermediate & Int. & Connection Sleeve Handrail Joint/Splice Sleeves

More information

Pearson Education Limited Edinburgh Gate Harlow Essex CM20 2JE England and Associated Companies throughout the world

Pearson Education Limited Edinburgh Gate Harlow Essex CM20 2JE England and Associated Companies throughout the world Person Edution Limited Edinurgh Gte Hrlow Essex M20 2JE Englnd nd ssoited ompnies throughout the world Visit us on the World Wide We t: www.personed.o.uk Person Edution Limited 2014 ll rights reserved.

More information

11.2 Areas of Trapezoids and Kites

11.2 Areas of Trapezoids and Kites Investigating g Geometry ACTIVITY Use before Lesson 11.2 11.2 Areas of Trapezoids and Kites MATERIALS grap paper straigtedge scissors tape Q U E S T I O N How can you use a parallelogram to find oter areas?

More information

SELF-TAPPING SCREWS AS REINFORCEMENTS IN BEAM SUPPORTS. I Bejtka H J Blaß. Lehrstuhl für Ingenieurholzbau und Baukonstruktionen Universität Karlsruhe

SELF-TAPPING SCREWS AS REINFORCEMENTS IN BEAM SUPPORTS. I Bejtka H J Blaß. Lehrstuhl für Ingenieurholzbau und Baukonstruktionen Universität Karlsruhe CIB-W18/39-7-2 INTERNATIONAL COUNCIL FOR RESEARCH AND INNOVATION IN BUILDING AND CONSTRUCTION WORKING COMMISSION W18 - TIMBER STRUCTURES SELF-TAPPING SCREWS AS REINFORCEMENTS IN BEAM SUPPORTS I Bejtka

More information

ECE 274 Digital Logic Spring Digital Design. Combinational Logic Design Process and Common Combinational Components Digital Design

ECE 274 Digital Logic Spring Digital Design. Combinational Logic Design Process and Common Combinational Components Digital Design ECE 27 Digitl Logi Spring 29 Comintionl Logi Design Proess n Common Comintionl Components Digitl Design 2.7 2. Digitl Design Chpter 2: Comintionl Logi Design Slies to ompn the tetook Digitl Design, irst

More information

POOLPAK R-410A MPK SERIES

POOLPAK R-410A MPK SERIES POOLPK R-410 MPK SERIES MPK D - CBINET Model MSEP, Int. CC, Int. Gas Furnace GENERIC DRWINGS EGW07-DSEPICGS-20150217 Packaged Natatorium Environment Control System PENDING PoolPak MPK Series Natatorium

More information

NB3L553/D. 2.5 V / 3.3 V / 5.0 V 1:4 Clock Fanout Buffer

NB3L553/D. 2.5 V / 3.3 V / 5.0 V 1:4 Clock Fanout Buffer 2.5 V / 3.3 V / 5.0 V :4 lock Fanout Buffer Description The NB3L553 is a low skew to 4 clock fanout buffer, designed for clock distribution in mind. The NB3L553 specifically guarantees low output to output

More information

REVIEW, pages

REVIEW, pages REVIEW, pges 510 515 6.1 1. Point P(10, 4) is on the terminl rm of n ngle u in stndrd position. ) Determine the distnce of P from the origin. The distnce of P from the origin is r. r x 2 y 2 Substitute:

More information

WHEAT RIDGE STORAGE BUILDING

WHEAT RIDGE STORAGE BUILDING WHET RIDGE STORGE UILDING S9999 0 WEST VE WHET RIDGE, O UILDING ODE INFORMTION PROJET INFORMTION SHEET INDEX GOVERNING ODES: 0 INTERNTIONL UILDING ODE (I) 0 INTERNTIONL MEHNIL ODE (IM) 0 INTERNTIONL FIRE

More information

Array chip resistors size ARC241/ARC242 ARV241/ARV242

Array chip resistors size ARC241/ARC242 ARV241/ARV242 Arry chip resistors FEATURES 4 0603 sized resistors in one 1206-sized pckge Reduced reel exchnge time Low ssembly costs Reduced PCB re Reduced size of finl equipment Higher component nd equipment relibility.

More information

From Off-The-Shelf to Market-Ready New Age Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your

From Off-The-Shelf to Market-Ready New Age Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your From Off-The-Shelf to Market-Ready New ge Enclosures is your Single Source Solution. Let us quote modifiying our Stock Enclosures to meet your end-use. visit newageenclosures.com/services or call 855-4N-ENCL

More information

Aluminium Roof Outlets - Introduction to Detail Outlets

Aluminium Roof Outlets - Introduction to Detail Outlets Aluminium Roof Outlets - Introution to Detil Outlets The Hrmer Roof Detil rnge inlues outlets to over ll the wkwr etiling situtions tht our in uiling esign n in refurishment. Min Chrteristis Hrmer Roof

More information

ISSUED FOR CONSTRUCTION - VOLUME 1

ISSUED FOR CONSTRUCTION - VOLUME 1 TERMINL ISSUED FOR ONSTRUTION - VOLUME DRWING SHEET LIST T- Title Sheet - dministration uilding Stairs & Elevators T- TITLE SHEET - Enlarged Plans - Proposed Utility Plans of - Interior Elevations - -

More information

ABB STOTZ-KONTAKT. ABB i-bus EIB Current Module SM/S Intelligent Installation Systems. User Manual SM/S In = 16 A AC Un = 230 V AC

ABB STOTZ-KONTAKT. ABB i-bus EIB Current Module SM/S Intelligent Installation Systems. User Manual SM/S In = 16 A AC Un = 230 V AC User Mnul ntelligent nstlltion Systems A B 1 2 3 4 5 6 7 8 30 ma 30 ma n = AC Un = 230 V AC 30 ma 9 10 11 12 C ABB STOTZ-KONTAKT Appliction Softwre Current Vlue Threshold/1 Contents Pge 1 Device Chrcteristics...

More information

X O X HORIZONTAL SLIDER - LARGE MISSILE IMPACT 8200 PVC HORZ. SLIDER IMPACT

X O X HORIZONTAL SLIDER - LARGE MISSILE IMPACT 8200 PVC HORZ. SLIDER IMPACT HORIZONTL SLIER - LRGE MISSILE GENERL NOTES: 1. THE PROUT SHOWN HEREIN IS ESIGNE N MNUFTURE TO OMPLY WITH THE FLORI UILING OE (F), URRENT EITION INLUING THE HIGH VELOITY HURRINE ZONE (HVHZ) N IS RTE FOR

More information

DESIGN DRAWING INDEX PROJECT INFO. WEATHERBY / PIPER MCKEE GROUP x 136

DESIGN DRAWING INDEX PROJECT INFO. WEATHERBY / PIPER MCKEE GROUP x 136 F U L L S E R V I C E I N T E R I O R D E S IG N DRWING INDEX 1- FIRST FLOOR FURNITURE PLN 2- SECOND FLOOR FURNITURE PLN E-1- FIRST FLOOR ELECTRICL PLN E-2- SECOND FLOOR ELECTRICL PLN E-3- LIGHTING SCHEDULE

More information

Geometric quantities for polar curves

Geometric quantities for polar curves Roerto s Notes on Integrl Clculus Chpter 5: Bsic pplictions of integrtion Section 10 Geometric quntities for polr curves Wht you need to know lredy: How to use integrls to compute res nd lengths of regions

More information

REMOTE IR/LED MODULE REMOTE 3 REVISION HISTORY C DETAIL A SCALE 1 : 1.5 I\O PANEL - SHEET 1 OF 6 ECO ZONE REV. DESCRIPTION DATE APPR'D

REMOTE IR/LED MODULE REMOTE 3 REVISION HISTORY C DETAIL A SCALE 1 : 1.5 I\O PANEL - SHEET 1 OF 6 ECO ZONE REV. DESCRIPTION DATE APPR'D 00000 ISION HISTORY EO ZONE. ESRIPTION TE PPR'. 9...0 IR 0 0.. LE INITOR LNSPE WLL MOUNT HNGERS REMOTE IR/LE MOULE REMOTE. 0 PORTRIT WLL MOUNT HNGERS SERVIE PNEL KEEP PERFORTE RES LER FOR IRFLOW. 9..0..

More information