110 S. Prairie Ave, Frankfort IN SITE DRAWINGS OCCUPANCY CONSTRUCTION TYPE PROJECT LOCATION VICINITY MAP NOT TO SCALE EXIT EXIT EXIT
|
|
- Cameron McDaniel
- 5 years ago
- Views:
Transcription
1 0 S. Prairie ve, rankfort IN 4604 OWNR O R STT, 4208 W. 650 N. Mulberry, Indiana RITTUR SIN ROR 7 N. 4th Street, Suite afayette, Indiana UIIN T ST INX IITY SIT RWINS OUPNY ONSTRUTION TYP UIIN IT M V ON STORY S0 RITTUR SIT PN RITTUR UIIN NOT SPRINR UIIN R TOT UIIN R UTUR TNNT "" UTUR TNNT "" UTUR TNNT "" UTUR TNNT "" SRIPTION O WOR 7,500 S.. 3,000 S..,500 S..,500 S..,500 S.. PROPOS OUR TNNT UIIN ONSISTIN O TR -,500 S.. N ON 3,000 S.. TNNT SP. TIS UIIN IS S N WI UIT-OUT UNR SPRT ST O OUMNTS ON TNNTS R TRMIN. PROT OTION VIINITY MP NOT TO S 0 OOR PN 30 UIIN STION 302 W STIONS 40 XTRIOR VTIONS STRUTUR S0 OUNTION PN N TIS S20 ROO RMIN PN MNI / TRI/ PUMIN P0 TRI & PUMIN PN + ISOMTRI N TI NO. ST NO. ST NO ' (0'-0"...) INIS OOR V. VTION NO. WINOW T OOR T YNOT TS 2 VTION MRR OUMN RRN RVISION MR RVISION OU RVITIONS V S T / UM NO SP PT SMT T MN MU ONT Y MO I IM IV R S R V Q X RT R UR T OV OV INIS OOR OV SUSPN IIN OUSTI TI NT IR ONITIONIN UMINUM OR OT NOIZ SPT OW O OR UIIN RPT SMNT IIN RMI TI OUMN ONRT MSONRY UNIT ONTINUOUS ONTRO OINT UI OOT UI YR O MOITION IMTR IMNSION IVISION OOR OWNSPOUT RIN TRI() VTION VTOR QU XISTIN XPNSION OT TORY INIS IRSS INIS OOR VTION IR RM IR XTINUISR IR-RTRNT OORIN OOR RIN UORSNT OOTIN N R O UR V YP W R V T M OR IN INT T ST M V T W W MS T MR MS MO MT MX M MIS MT NI NTS O O OUNTION RM(), (IN) URNIS Y OTRS URR(IN), U VNIZ NR ONTRTOR SS O R, RIN YPSUM RY W RWR R TIN/VNTITIN/IR/ ONITIONIN IT OOW OR OOW MT ORIZONT OS I INU(), (IN) INTRIOR NITORS OST OINT OIST OT MINT VTORY NT IT ITWIT ITWIT ONRT IMSTON INT IV O MNUTUR(R) MSONRY MSONRY OPNIN MTRI(S) MXIMUM MNI MISNOUS MOUNT(), (IN) NOT IN ONTRT NOT TO S ON NTR OVR P PVMT PT P P PS PSI P P P R R RR R RV R R RM RO S S SIM S SP SP SQ SS ST ST STOR S STRUT SUSP SYS T TP TYP V VT VNR VIN V W WP WW WM W/O W W PRIN PVMNT POINT POUNS PR UI OOT POUNS PR IN OOT POUNS PR SQUR OOT POUNS PR SQUR IN PRST ONRT PRRIT() PROPRTY IN RIUS RRN RRIRTOR RTURN IR RVISION ROO RIN ROOIN ROOM ROU OPNIN SU S, SVIN SIMIR SOI OR SOUN PROO SPIITION(S) SQUR STINSS ST STNR ST STOR STORM RIN STRUTUR SUSPN SYSTM TOP O UR TOP O PVMNT TYPI VPOR RRIR VINY OMPOSITION TI VNR VINY VINY S WTR OST WTR PROOIN W WIR RI WIR MS WITOUT WOO WOO S I STY PN S: /6" = '-0" TNNT TNNT TNNT TNNT PROPOS W OR UTUR TNNT UI-OUTS RVISION INX RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: POT T: ST NM: TIT ST NUMR: une 7, 207 ' Y: -639 TIT R
2 OT YON TO RMIN OR UTUR VOPMNT SO ONRT W, OORINT WIT IVI UIIN S 7,500 SQT ORTIV ONRT, OORINT WIT IVI SRVI Y ONRT W ORTIV ONRT, OORINT WIT IVI SO +/- 36'-8" +/- 34'-0" SO S IVI RWINS OR TIS, N SURVY PNS RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: ' Y: R PROPRTY IN POT T: une 7, ST NM: RITTUR SIT PN ST NUMR: S0
3 30 60'-5 / 29'-6 / 0' '-0" 39'-8" TNNT TNNT TNNT TNNT '-0" 5'-2 / 0'-6" 9'-0" 9'-5" NR RITTUR NOTS. TOU VRY ORT S N M IN PRPRIN TS PNS N IN TM OR URY, IT IS T ONTRTOR'S RSPONSIIITY TO VRIY T URY O TIS N IMNSIONS. 2. O NOT S RWINS, US ONY WRITTN IMNSIONS. IN T VNT O IMNSION ISRPNIS IN T PNS, T OOR PNS S OVRN. 3. RITT MUST NOTII O NY ISRPNIS IN IMNSIONS, O RQUIRMNTS (OT STT N O), N OTR ONITIONS INIT Y TS OUMNTS PRIOR TO PROIN WIT T PROT. T SINR S NOT I OR NY RRORS. 4. T ONTRTOR S VRIY MNI N TRI RQUIRMNT N RNS PRIOR TO PROIN WIT T PROT N S NOTIY T RITT O NY ISRPNIS. 5. IMNSIONS R TN ROM O STU TO O STU OR OUT TO OUT O MSONRY N ONRT UNSS OTRWIS NOT. IMNSIONS WIT +/- TO I VRII Y ONTRTOR. 6. ONTRTOR S PROVI SOI OIN OR R RS, INTRY, T SSORIS, NRIS, T. N ROU OPNINS S RQUIR. 7. INTRIOR PRTITIONS R 2x6 STU, 6"O.. UNSS OTRWIS NOT. 8. WOO IN ONTT WIT ONRT OR MSONRY S PRSSUR TRT MTRI. 9. VRIY WIT T OOR MNUTURR OOR SIZS. R O STMP ONRT 0. S SOP OUMNTS, TS RWINS O NOT NSSRIY INIT OR SRI WOR RQUIR OR U PRORMN N OMPTION O T RQUIRMNTS OR ONSTRUTION.. TS RWINS R INTN TO ONORM TO NRY PT UIIN PRTIS; OWVR, STT N O OS VRY WIY N R, STT, N O OS, ORINNS, RUTIONS, T. S ONSIR S PRT O T SPIITIONS O TIS UIIN, N S T PRN OVR NYTIN SOWN, SRI, OR IMPI. 2. TIS PN, N RWINS N SPIITIONS RT TRTO, IS IMIT TO SPII PROT O T PURSR N OR T ONSTRUTION O ON UIIN. NY R-US O SI PNS IS PROIIT WITOUT SPII WRITTN PRMISSION O OWNR. 3. TS RWINS INIT T NR SOP O T PROT IN TRMS O RITTUR SIN ONPT, INUIN T IMNSIONS O T UIIN, T MOR RITTUR MNTS N T TYP O STRUTUR SYSTM. 4. ONTRTOR S URNIS ITMS RQUIR OR T PROPR XUTION N OMPTION O T WOR, VRIY XISTIN ONITIONS PRIOR TO T STRT O ONSTRUTION. I ONITIONS T T O SIT R IRNT TN TOS IUSTRT IN T ONTRT OUMNTS, NOTIY T SINR IMMITY IN WRITIN PRIOR TO PROIN WIT T WOR. 60'-0" 0 9'-5" 8'-0" 9'-0" YNOT N '-6" 7'-0" 5'-9 / MT TU OUMN, S STRUTUR PROPOS W O UTUR TNNT UI-OUT M OV, S STRUTUR ONRT SIW OOR TYPS TYP '' S: / = '-0" TYP ROOM# UMINUM STORRONT SIS O SIN: WNR 250, 2 / SITINS N 2 / PT. OORS TO V R RONZ INIS. 2'-0 / 7'-" '- 7'-0 / 7'-0" 3'-0" TYP '' S: / = '-0" 02 50'-0" SIW TO ONTINU TO STRT. PROVI 5'x5' NIN V WIT... UY ST XTRIOR O W VRTIY W/ 5/8" OS N OIN T PN S. STN W/ PSO 0. RIN-SN NIS T O.. T PN S N 8" O.. IN I INSUT MT OOR 8'-0" '- 7'-0" WINOW TYPS 4'-0" 2'-0 / 7'-" '- 7'-0 / 8'-0" 7'-0" '- 2'- 2'- 2'- 2'- 2'- 2'- TYP '' S: / = '-0" UMINUM STORRONT: S NOT OV TY 03 UY ST XTRIOR O W W/ 5/8" OS N OIN T PN S. STN W/ PSO 0. RIN-SN NIS T O.. T PN S N 6" O.. IN I O S, S STRUTUR ONRT I PIP ORS TYP '' S: / = '-0" SIS O SIN: WNR TRI VRSZ 45T WIT SITIN N 4 / PT. US ZIN TO T XTRIOR W. UNITS TO V R RONZ INIS. 9'-6" UMINUM STORRONT: S NOT OV 2'-0 / 7'-" '- 7'-0 / 3'-8" 3'-8" 3'-8" 7'- '-6" 5'- TYP '' S: / = '-0" '-8" 04 UMINUM STORRONT: S NOT OV 7'- '-6" 5'- 7'-0" TYP '' S: / = '-0" 7'-6" 8'- UMINUM STORRONT: S NOT OV 50'-0" RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: POT T: ST NM: ST NUMR: une 7, 207 ' Y: -639 OOR PN 0 R
4 PRPT W YON ' (4'-0"...) TRUSS RIN VTION WS YON OUMN YON 00.00' (0'-0"...) INIS OOR V RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: ' Y: R POT T: une 7, ST NM: UIIN STIONS ST NUMR: 30
5 MT OPIN WIT ONTINUOUS T 2x6 WOO TOP PT OVR 2x4 ROO TRUSS MMR TO XTN UP OR PRPT MT SIIN OVR 5/8" OS STIN MT W SIN WIT MIN. VRTI +/- 8" MT ROO SIN OVR " XPNIN OM S TP NT STRIP MT ROO PN #30 ROOIN T OVR 5/8" OS ROO IN 9.83' (9'-0"...) TOP O PRPT *VRIS, S VTIONS* 9.83' (9'-0"...) TOP O PRPT *VRIS, S VTIONS* S 4/302 OR SIMIR TI, OPIN TO RUN ONTINUOUS MT ROOIN, S VTIONS 6.83' (...) OTTOM O MSONRY SI 6.92' (6'-"...) NTR O RI RV SM MT ROOIN, S VTIONS ONTINUOUS MT RIP 2x4 WOO 2 O.. WIT U TT INSUTION PR-MNUTUR WOO TRUSSS / OS RT STOP, S ROO RMIN PN ONTINUOUS MT RIP 2x4 WIT MT SI WRP UTTR N OWNSPOUT 5.00' (5'-0"...) TOP O TRUSS *VRIS, S RMIN PN* 4.00' (4'-0"...) TRUSS RIN VTION PR-MUNTUR WOO TRUSS TO TOP RIN I SI, US NRS OTRWIS 2-2x8 ONTINUOUS RIN PTS TT TO ST M WIT 3 / ON x / IMTR RO SRWS T O.. STR 2x8 WOO OIN TWN VRY OTR TRUSS SNU UP INST ST M TO PRVNT ROTTION O ST M PR-MUNTUR WOO TRUSS S STRUTUR OR M TO OUMN ONNTION S STRUTUR OR OUMN SIZ PR-MUTUR ROO TRUSSS SIMPSON TRUSS TI - 2 OU TOP PT 3 / P UX STON SI, SUR WIT IQUI NIS ON TOP N OTTOM OIN T 8'-0" OR XTRIOR STIN, S OOR PN OR SPIIS IT STRIP ON UNRSI O UX SI. I UST TO PROVI MXIMUM W IUMINTION 4.00' (4'-0"...) TRUSS RIN VTION 08.83' (8'-0"...) OTTOM O MSONRY SI PR-MNUTUR ROO TRUSSS SIMPSON TRUSS TI - 2 OU TOP PT 2x6 WOO 6" O.. WIT U TT INSUTION (R-9) 5/8" OS STIN WRPP WIT TYV UIIN WRP, S OOR PN OR SPIIS 2x4 URRIN NNS TO TT TO 2x6 STUS T VRTI SM OTIONS (S VTIONS) WIT 3 / NIS T 2 O.. RI RV PN, S VTIONS OR VRTI RV STRIP OTIONS N OOR S RMIN PN OR R SIZS RIN SIN TRIM R RO N SNT UX STON MSONRY SI S WINOW SUS ON 0 ORIZONT TRIM, V / ORIZONT P TWN PNS & URRIN STRIPS 4.00' (4'-0"...) TRUSS RIN VTION 2.83' (2'-0"...) NTR O RI RV SM 08.83' (8'-0"...) TOP O WINOW 2x6 WOO 6" O.. WIT U TT INSUTION (R-9) 5/8" OS STIN WRPP WIT TYV UIIN WRP VINY SIIN, S VTIONS OR SPIITIONS S0 S OUNTION PN OR SPT N NOR OT TIS 2x6 WOO 6" O.. WIT U TT INSUTION (R-9) 5/8" OS STIN WRPP WIT TYV UIIN WRP, S OOR PN OR SPIIS MT T WIT TYP "S" MORTR SRT OT STON VNR STON VNR STRTR STRIP PRSSUR TRT 2x6 SI PT TITN NOR OTS (/ x ) T 48" O.. RINOR ONRT S PRSSUR TRT 2x6 SI PT TITN NOR OTS (/ x ) T 48" O.. RINOR ONRT S 0.50' ('-6"...) OTTOM O WINOW RV. T RV. Y SRIPTION PROT: STT SUMITT RINOR ONRT S, S IVI XPNSION OINT ONRT OOTIN N OUNTION W, S S0 ONRT OOTIN, S S0 RINOR ONRT S, S IVI XPNSION OINT ONRT OOTIN N OUNTION W S S0 RINOR ONRT S, S IVI XPNSION OINT ONRT OOTIN N OUNTION W, S S0 RWN Y: ' Y: R POT T: une 7, 207 ST NM: -639 W STIONS S ST NUMR:
6 2.33' (2'-...) TNNT TOP O PRPT 20.83' (20'-0"...) TNNT TOP O PRPT 20.33' (20'-...) TNNT TOP O PRPT 9.83' (9'-0"...) TNNT TOP O PRPT YNOT N UX STON VNR, STY Y OWNR UX STON STI, S W STIONS IR MNT SIIN, SIS O SIN RIPN P SIIN RI RV PNS, OOR Y OWNR M M M M N RI RV OINTS, OOR TO MT WINOW N OOR MUIONS MT ROOIN PN MI: RTRO-R UTTR N OWNSPOUT ORNR TRIM MT OPIN OOR, S SU WINOW, S SU M STORRONT, S SU 5.00' (5'-0"...) TOP O W 6" OR TNNT N P Q ONRT R M, S STRUTUR MOUNT NTR O IT IXTUR T NTR OUT UX STON MOUNT NTR O IT IXTUR T 2'-0" N 00.00' (0'-0"...) INIS OOR VTION P M P M Q RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: ' Y: R POT T: une 7, ST NM: XTRIOR VTIONS N ST NUMR: 40
7 60'-5 / 29'-6 / PR-MNUTUR ROO 2 O.. WIT PR-MNUTUR ROO 2 O.. WIT '-6" IT 2'-0" IT PR-MNUTUR ROO 2 O.. WIT '-0" IT PR-MNUTUR ROO 2 O.. WIT 2'-6" IT PROVI / OS ON NORT SI O TRUSS 50'-0" 3/ 4'-7 / OUMNS -2, -3, -4, -4, -5 3/ 3'- / OUMNS -, -6 (5 x 5 x 3/8" TU ST OUMN) 2 / 2 / 2 / 22'-0" 28'-0" W8 x 60 ST M TOP O ST 5.69' (5'-8 /...) ROO TRUSS RIN 5.94 (5'- /...) OUMN NTRINS OUMN NTRINS OUMN NTRINS OUMN NTRINS 29'-6 / OUMN NTRINS 30'-2 / 4'-4 5/8" 4'-7 3/8" " " 4'-0 3/8" ROO RMIN PN S: 3/6" = '-0" (2x36" ST) / / 29'- / R -4 4'-9" OUMNS -2, -3, -4, -4, -5 4-" OUMNS -, -6 (OTTOM O S PT TO TOP O P PT) R -4 R - ST OUMN - OUMN NORT/SOUT S S: / = '-0" (2x36" ST) R - OUMN NTRIN 3/6" IMTR OS OR 3/ IMTR NOR OTS 3/ S PT W TO OTTOM O OUMN /4 7 9/6" 3/ 3/ 5/6" IMTR OS OR / IMTR SRWS OR OU 2x WOO TOP PT T O.. STR /4 ST M 9/6" IMTR OS OR / IMTR TRU OTS 3/ TOP PT W TO TOP O OUMN TU ST OUMN " SP OR ROUT N USTMNT NUTS R -2 2 / 6 / OUMN - ST S: / = '-0" (2x36" ST) 9 / 2 / 7" M OTTOM N S: / = '-0" (2x36" ST) TOP PT PN S: / = '-0" (2x36" ST) " 3/ 60'-0" 3/ TOP PT W TO TOP O OUMN TU ST OUMN SOWN IN OW 9/6" IMTR OS OR / IMTR TRU OTS 3/ PR-MNUTUR WOO ROO TRUSSS 9/6" IMTR OS OR / IMTR TRU OTS OTTOM N O ST M 7 / 4 / 4 3/ 2 / 2 / ST OUMN -2 PR-MNUTUR WOO ROO TRUSSS R -2 IMNSION TO M NTRIN T 24' O.. SIN SOP /2 T 24' O.. SIN SOP /2 4'-9" 4'-6" OUMN -2 ST S: / = '-0" (2x36" ST) " R -3 / M OTTOM N S: / = '-0" (2x36" ST) 2 3/ 0" '- 7" 7" W8 x 60 ST M TOP O ST 5.69' (5'-8 /...) ROO TRUSS RIN 5.94 (5'- /...) / 2 3/ 6" TOP PT PN S: / = '-0" (2x36" ST) " '- 2 / 3/ '-6 / 3/ R -2 7 / 3/ 3/ 7 9/6" / ONNTOR PT ST M 9/6" IMTR OS OR / IMTR TRU OTS 9/6" IMTR OS OR / IMTR TRU OTS 3/ TOP PT W TO TOP O OUMN IMNSION TO M NTRIN TU ST OUMN R -2 4 / 4 3/ 2 / 2 / 2'-6 / / / 2 3/ 0" R / 6" 4'-6" " " 4'-7 3/8" 4'-9" 4'-0 3/8" OUMN -3 ST S: / = '-0" (2x36" ST) 0" 5" 5" / 3 / 3 / ST OUMN -3 R -3 3 / 3 / '- 2 / / 5" 5" / / S PT PN S: / = '-0" (2x36" ST) '-6 / 0" 3/ S PT W TO OTTOM O OUMN TU ST OUMN 3/6" IMTR OS OR 3/ IMTR NOR OTS PR-MNUTUR WOO ROO TRUSSS W8 x 60 ST M TOP O ST 5.69' (5'-8 /...) ROO TRUSS RIN 5.94 (5'- /...) SR W TO 2x6 SP STUS T 6" O.. WIT 2x6 ORIZONT OIN T MIIT N 7/6" O.S.. W STIN ON SI WIT. IMTR NIS Y 2 3/8" ON T O.. T PN S N 6" O.. IN T I R -3 T 24' O.. SIN SOP /2 T 24' O.. SIN SOP /2 PR-MNUTUR WOO ROO TRUSSS XTRIOR STUS TO 2x6 NUMR ON SOUTRN PIN T 6" O.. OR 5 / x / TRUSOIST.3 TIMRSTRN S STUS T 6" O.. (OT OPTIONS TO V TWO ROWS O 2x6 ORIZONT OIN (4'-8" O..) IMNSION TO M NTRIN 2 / 30'-2 / 4'-4 5/8" OUMN -4 ST S: / = '-0" (2x36" ST) 5" 2 / 2 / R - / 4 / 4 / 6" 6" / '-0" S PT PN S: / = '-0" (2x36" ST) R -4 R -3 2 / 30'-2 / ST OUMN -4 ST OUMN -4 R -3 4'-4 5/8" OUMN -4 ST S: / = '-0" (2x36" ST) PROVI / OS ON NORT SI O TRUSS 4 / 4 3/ 2 / 2 / T R TO V OTR O IN ITION TO TYPI OS W8 x 60 ST M TOP O ST 5.69' (5'-8 /...) ROO TRUSS RIN 5.94 (5'- /...) IMNSION TO M NTRIN R -3 T 24' O.. SIN SOP /2 PR-MNUTUR WOO ROO TRUSSS T 24' O.. SIN SOP /2 PR-MNUTUR WOO ROO TRUSSS / / 2 3/ 0" 2 3/ 6" R - 4'-7 3/8" " " 4'-4 5/8" 4'-0 3/8" 4'-7 5/8" OUMN -5 ST S: / = '-0" (2x36" ST) '- 2 / '-6 / R -4 R -3 IMNSION TO M NTRIN 29'-6 / 29'-8 3/ 4'- 7/8" ST OUMN -5 R -3 2 / OUMN -6 ST S: / = '-0" (2x36" ST) PROVI / OS ON NORT SI O TRUSS W8 x 60 ST M TOP O ST 5.69' (5'-8 /...) ROO TRUSS RIN 5.94 (5'- /...) SR W TO 2x6 SP STUS T 6" O.. WIT 2x6 ORIZONT OIN T MIIT N 7/6" O.S.. W STIN ON SI WIT. IMTR NIS Y 2 3/8" ON T O.. T PN S N 6" O.. IN T I R -3 WOO STRUTUR NOTS:. IMNSIONS R SOWN ROM O STU TO O STU OR OUT TO OUT O ONRT. 2. WOO IN ONTT WIT ONRT S PRSSUR TRT WOO. 3. STUS IN WOO STU WS 6" O.. UNSS NOT OTRWIS. 4. ONTRTOR S PROVI WOO OIN OR ROU OPNINS N SSORIS INUIN R RS, NRIS, T.P. ISPNSR, T. 5. 2x4 N 2x6 INTRIOR W WOO STUS S SPRU-PIN-IR ONSTRUTION R, UNSS OTRWIS NOT. 6. OTR IMNSION UMR S NUMR 2 SOUTRN PIN WIT b = 250 PSI, v = 90 PSI, =,700,000 PSI, UNSS OTRWIS NOT. 7. V MS S V b = 2,600 PSI, v = 285 PSI, =,900,000 PSI 8. ROO TRUSS SYSTM TO SIN & RTII Y TRUSS MNUTURR. ONTRTOR TO SUMIT SOP RWINS TO NINR OR PPROV PRIOR TO RITION O TRUSSS. 9. WOO TRUSSS TO INST S PR MNUTURR'S INSTRUTION. 0. ROO OS ST O ST M: 20 PS IV O 20 PS O 40 PS TOT O. ROO OS WST O ST M: 20 PS IV O 25 PS OTR O 20 PS O 65 PS TOT O R SU Y T 24' O.. SIN SOP /2 PR-MNUTUR WOO ROO TRUSSS T 24' O.. SIN SOP /2 PR-MNUTUR WOO ROO TRUSSS SRIPTION R - R x2 R WIT ON STU N TWO IN R. N R NOTS: OTR RS TO 2-2x8 WIT SIN STU N SIN IN R. N 22'-0" ST OUMN -6 7/8" x 3 / (2 PY).9 R WIT TWO STUS N OUR IN R. N 9 / x 3 / (2 PY).9 R WIT TWO STUS N TR IN R. N 2-2x8 R WIT ON STU N TWO IN R. N R - 28'-0" 50'-0" YTT, IN 4790 I N U I N, U T NOT IMI T TO, S I N ONP TS, R RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: POT T: STRUTUR RVISIONS ST NM: May 22, 207 ' Y: -639 ROO RMIN PN ST NUMR: /S S20 R
8 TO ITY S SRVI, S IVI TO ITY WTR S IVI TO POTO O WTR IN SUTO UTUR ONNSR OTIONS WTR IN SUTO S MTRS UTUR ONNSR OTIONS POTO WTR IN SUTO ITONI W P OW P Z MOUNT +/- 2'-0"... ITONI W P OW P Z MOUNT +/- 2'-0"... WTR IN SUTO OORINT OTION O SNITRY STU WIT TNNT UI-OUT RWINS NR PUMIN NOTS. TIS PN IS OR ROU IN OTIONS ONY, IN OTIONS TRMIN Y NR ONTRTOR N OWNR. 2. PUMIN WOR S PRORM IN STRIT ORN WIT T 202 ININ PUMIN O, N S PRORM IN OO WORMNI MNNR. WOR S IN ORN WIT O OS WI PPY. 3. ONNTIONS TO PUMIN QUIPMNT TO Y PUMIN ONTRTOR INUIN RQUIR MTRIS. 4. VNT PIPS TO ON IN WS. 5. WST N VNT PUMIN S WV PV PIPIN WIT SOVNT W ITTINS. 6. WTR MMR RRSTORS S INST S RQUIR. NOT: ONTRTOR S VRIY PUMIN YOUT N IXTUR RQUIRMNTS PRIOR TO ONSTRUTION N ORRIN O MTRIS. N STRIP (WTRPROO 80UMNS/ T) TO RUN UNR MSONRY SI, S W STIONS OR MOUNTIN VTION OT WTR SUPPY O WTR SUPPY SNITRY SWR IN SNITRY VNT IN TO POTO TNNT "" STU-OUT TNNT "" STU-OUT TO POTO TNNT "" STU-OUT ITOIN W SON OS RONZ INIS (TYP. ON OT SIS O OOR, S VTION OR MOUNTIN IT) TO ITY SWR S IVI TNNT "" STU-OUT STU SNITRY IN INTO TNNT SP, PROVI P ITOIN W SON OS RONZ INIS (TYP. ON OT SIS O OOR, S VTION OR MOUNTIN IT) N-OUT STRIP (WTRPROO 80UMNS/ T) TO RUN UNR MSONRY SI, S W STIONS OR MOUNTIN VTION SRVI IN ROM UTIITY PO 20/208V 3-P 4W PMOUNT TRNSORMR 00 OUS PN MIN IS. STU SNITRY IN INTO TNNT SP, PROVI P OUS MTR ITOIN W SON OS RONZ INIS (TYP. ON OT SIS O OOR, S VTION OR MOUNTIN IT) STRIP (WTRPROO 80UMNS/ T) TO RUN UNR MSONRY SI, S W STIONS OR MOUNTIN VTION TNNT IS. TNNT IS. TNNT IS. TNNT IS. IS. SPR UTUR PN UTUR PN UTUR PN UTUR PN UTUR PN STU SNITRY IN INTO TNNT SP, PROVI P ITOIN W SON OS RONZ INIS (TYP. ON OT SIS O OOR, S VTION OR MOUNTIN IT) NR TRI NOTS STRIP (WTRPROO 80UMNS/ T) TO RUN UNR MSONRY SI, S W STIONS OR MOUNTIN VTION. TRI WOR S PRORM IN STRIT ORN WIT T INTRNTION UIIN O, TST ITION, WIT OPT ININ MNMNTS, N S PRORM IN OO WORMNI MNNR. WOR S IN ORN WIT O OS TT PPY. 2. WIRS N S S OMPY WIT U STNRS 83 N 486, NM/I STNRS PU/NO.'S W-5 N W-30, I STNRS 82 N 24, N STM, 2, 3, 8, N PROVI OPPR ONUTORS WIT ONUTIVITY O NOT SS TN 98% T 20c. TRI WIRIN S OPPR, #2 MINIMUM SIZ. 3. TRI OXS N ITTINS S OMPY WIT U STNR #50, 54-SRIS N 886 N NM STNRS PUITIONS #05, 052 N PUITION PROVI NONMTI OUTT, VI N WIRIN OXS, PT N SIZ QUT OR OTION N UNTION. 5. WIRIN VIS S OMPY WIT N, U 20, 486, 498 N 943, IS STNR 24 N NM STNRS PUITION NO. W, W2 N W5. 6. RPTS S NR UTY TYP, 2-PO, 3-WIR, ROUN, 20 MPS, 25 VOTS, ROUN UT IRUIT INTRRUPTRS S -TRU TYP, SS, ROUP, 20 MPS, 20V. RPTS S INST OV INIS OOR TO OTTOM, UNSS OTRWIS NOT. 7. SWITS S NR UTY, 20 MPS, VOTS, IMMR S 20 VOTS, WTT S RQUIR, ROTRY IMMR, WIT TROMNTI ITRS, INNSNT US. 8. W PTS TO PSTI, SMOOT, OOR TO IVORY UNSS OTRWIS SPII. 9. IRUIT N MOTOR ISONNTS S OMPY WIT N, U 98, N NM STNRS #S. PROVI NR UTY ISONNT SWITS, NOS WIT RQUIR TRI RTRISTIS O PROTT QUIPMNT, WIT VISI SWIT N. PROVI USS OR STY SWITS, S ROMMN Y MNUTURR. INST SWIT WITIN SIT O QUIPMNT ONTRO. 0. PNORS S OMPY WIT N RTI 384, U 67, 50, 869, 486, 486, N 053, N NM STNRS #250, PI N #.. PROVI TORY SSM, RONT STY ONSTRUT, SRVI NTRN IRUIT RR TYP, SIZ, N RTIN SPII. ONSTRUT WIT SOI OPPR US RS, INUIN NUTRS N ROUN, N PU-IN TYP IRUIT RRS.. RRS S V PRMNNT TRM N INSTNTNOUS MNTI TRIP, N WIT UT-URRNT IMITIN PROTTION, I OUT PNOR'S IRUIT IRTORY (TYP ONY) T OMPTION O WOR. 2. ITIN IXTURS S OMPY TO N, NM, U N IS (PPI RTIS). PROVI MNUTURR'S ROMMN MPS OR IXTURS N N N RP URN OUT MPS T SUSTNTI OMPTION. 3. INST PROPRY RT RSS IXTURS OR INSTTION NT TO INSUTION WR RQUIR, N RT OR MP US WR SUT TO MOISTUR. RV. T RV. Y SRIPTION PROT: STT SUMITT RWN Y: POT T: ST NM: PUMIN N TRI RVISIONS 2 une 7, 207 ' Y: -639 TRI & PUMIN PN + ISOMTRI ST NUMR: R P0
ROOM NAME A2.0 A1.10 3'-8" UNIT 2A PROVIDE PERFORATED AND SLEEVED PIPE FOR CONNECTION TO FUTURE RADON MITIGATION SYSTEM. UNIT 1A UNIT 1A 104
IRST OOR OMMON OOR & RM SU IRST OOR OMMON R INIS SU OOR NO. NM OOR RM TYP PIR WIT IT MT' TYP MT' RTIN T RWR 00- VSTIU N '-0" '-" UM - UM - YS PNI VI/NTRY UNTION, OSR 00- VSTIU N '-0" '-" UM - UM - YS PNI
More informationBASIC CAGE DETAILS SHOWN 3D MODEL: PSM ASY INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY SPRING FINGERS CLOSED TOP
MO: PSM SY SI TIS SOWN SPRIN INRS OS TOP INNR W TS R OIN OVR S N OVR OR RIIITY. R TURS US WIT OPTION T SINS. R (UNOMPRSS) RR S OPTION (S T ON ST ) IMNSIONS O INNR SIN TO UNTION WIT QU SM ORM-TOR (zqsp+)
More informationBASIC CAGE DETAILS D C SHOWN CLOSED TOP SPRING FINGERS INNER WALL TABS ARE COINED OVER BASE AND COVER FOR RIGIDITY
SI TIS SOWN OS TOP SPRIN INRS INNR W TS R OIN OVR S N OVR OR RIIITY. R IMNSIONS O INNR SIN TO UNTION WIT QU SM ORM-TOR (zqsp+) TRNSIVR. R. RR S OPTION (S T ON ST ) TURS US WIT OPTION T SINS. R (INSI TO
More information24CKT POLARIZATION OPTIONS SHOWN BELOW ARE REPRESENTATIVE FOR 16 AND 20CKT
0 NOTS: VI UNSS OTRWIS SPII IRUIT SMT USR R PORIZTION OPTION IRUIT SMT USR R PORIZTION OPTION IRUIT SMT USR R PORIZTION OPTION. NR: a. PPITION SPIITION S: S--00 b. PROUT SPIITION S: PS--00 c. PIN SPIITION
More informationELECTRICAL: HILARY HUBBARD KEN MATHEWSON 8345 LENEXA DRIVE MINNEAPOLIS, MN MARSHALL STREET NE LENEXA, KS
ST INX RTIN SYMOS NR ISIPIN/ST NUMR 00 T- TI/STION NUMR 0 MOITION PN OOR INIS PN RT IIN PN ITTIN ROOM PN, VTIONS & TIS 0 SUS ST NUMR TRI PN/TI NUMR 0 ST NUMR S VS SIVRO 00 TRI SYMOS IST & SUS &.0 TR ITIN
More informationQuestion 2: Conflict between Break room finish schedule and plan for flooring? The NE Hearing Center Break room floor is to be tile with tile base.
RHITTUR SIN SSOITS, P.. 0 O STRT, SUIT 0 INON, N. 0 January, 0 Steve rens S 0th incoln, Nebraska -------------------------------------------------------------------------------------------------------------------------------------
More information11 6'-0" 9'-8 1 2" SLOPE DN. FLOOR DRAIN W/ OIL SEPARATOR TO SEWER (TYP.) C.J. 101A SLOPE PER GRADING PLAN
'- " '- ". '- " '-" '- " N X OO TU @ " O.. IU.. PRIMINRY RIN.. I T.. UIIN PRMIT T '-" '-" '- " '- " X OO TU @ " O.. / () YR ". I (-R: T.) X OO TU @ " O.. ONRIP OF OUMNT: This document, and the ideas and
More informationA T.O. MECH. ROOF SCREEN T.O. MECH. ROOF SCREEN SHOWER / TUB RM KITCHEN / SERVERY LOUNGE / DINING SINGLE ROOM ACTIVITY AREA
' /" R INT 450 ORNW VNU 68.0 59.40 ORNW VNU X. UIIN NVOP IT IN T 4' /8" (.9 m) SOR S YROW RIT O WY S S S 98'" N N N ' /8" 4'0 /4" '6" '8" '8" '8" '6" ' 5/8" 6' /8" ' /8".05.0 T.O. PRPT 65.9 ' /" 5'6" '0"
More informationSTRUCTURAL GENERAL NOTES
UILIN OS: SIN LOS: RUTURL NRL NOTS NRL NOTS: US ROUP: - SSMLY USS INTN OR PRTIIPTION IN OR VIWIN OUTOOR TIVITIS PR MIIN UILIN O STION. SSONL. T UNTION O TIS ILITY IS NOT OR QUIPP OR OUPNY URIN WINTR/ TIN
More informationSOCKET WELD OR THREADED BODY TYPE (3051SFP FLOWMETER SHOWN THROUGHOUT / 3051CFP, 2051CFP AVAILABLE)
9 10 12 13 14 15 16 RVISION T RVISION O NO. PP' T SI1053953 3/30/17 03/31/17 SRIPTION NOT 10 N RIITION ON ST 10. T 1 - OY INSIONS 2X 1/4" NPT VNT VVS INSIONS IN SIZ 3.4 [86.0] 3.8 [97.0] 4.5 [4.0] 4.7
More informationTYP CMU BRACE LOCATION - PLAN VIEW TYP EXTERIOR CMU WALL BRACING FOR ALL STEEL, PVC OR CAST IRON PIPE AND ROOF DRAIN SUPPORT TO BAR JOIST STRUCTURE
5/" NR NOTS ONRT: ONRT S V SN N RV RT, TYP I PORTN MNT, N S V OMPRSSIV STRNT (F') OF 3,000 PSI T YS. RI FOOTINS MY 500 PSI T YS. NR OS SUSPN FROM OPNW ST JOIST TT R VIR TN 50 POUNS PR NR R TO TT TO T TOP
More informationJEA - BARTRAM RE-PUMP FACILITY POTABLE WATER STORAGE EXPANSION STRUCTURAL STORAGE TANK PLANS
2 4 6 7 8 9 0 2 L L L WLL MNWY (2) LOTIONS T/SL L. 4.44' T/SL L..82' ROO UR W/ IRLSS OVR OR UTUR N INSTLLTION, LOTIONS SLOP SL PR TNK MNU OOTIN RQUIRMNTS THIKN SL UNR UTUR URTIN WLL,. 4 R40'-0" PRST OVRLOW
More informationROSEMOUNT 3051SAM SCALABLE PRESSURE TRANSMITTER COPLANAR FLANGE PROCESS CONNECTION
ROSOUNT 3051S S PRSSUR TRNSITTR OPNR N PROSS ONNTION RVISION T RVISION O NO. PP' T RT1066757 N. STOS 10/21/2016 SRIPTION IN-IN V S PNTW OUSIN SOWN WIT OPTION IIT ISPY (PRIRY) PNTW OUSIN (PRIRY) RTIITION
More informationSTRUCTURAL MODULE FRAMING - TYPICAL WALL SECTIONS
RITTUR STRUTUR O NYSIS / PROT SRIPTION ONTTS TR RISTRTION NO. #### OWNR'S RPRSNTTIV ori Smyth 50 Kenniston Investment. PROPOSS S TK INTO ONSIRTION SIT & ONSTRUTION ONITIONS TIN WORK UNR TIS ONTRT. 000
More informationA101 THE LANDINGS HELM CLUB FORT MYERS, FL LANDINGS DRIVE FLOOR PLAN
OPYRIT 0 OR/cY RITTS OPY RITS N OTR RITS RSTRITS TS OUNTS TO T ORIIN SIT N OR OR WI TY WR INTN. RPROUTION, NS, OR OTR SSINNTS R PROIIT. RY IR SUIT #0 ORT YRS, 90 P: 9.0 : 9. PN N XISTIN PRTITION W TO RIN
More informationROSEMOUNT 3051S SCALABLE OR 3051SMV MULTIVARIABLE COPLANAR PRESSURE TRANSMITTER COPLANAR FLANGE PROCESS CONNECTION
1 2 3 4 5 6 7 8 ROSOUNT 3051S S OR 3051SV UTIVRI OPNR PRSSUR TRNSITTR OPNR N PROSS ONNTION RVISION T RVISION O NO. PP' T RT1071620 SRIPTION N NTNN NT STNR 2.4..TISON 10/25/18 PNTW OUSIN SOWN WIT OPTION
More informationVIRGINIA BEACH SPEC OPS FORENSICS / EVIDENCE STORAGE
SIGN RWN K WS VIRGINI SP OPS ORNSIS / VIN STORG ROY RIV VIRGINI, V WR, TO N SR RITTS, IN. WP SIT SIGN SINIR PRTT MRON P OORTIV IVI NGINRING STRUTUR NGINRS MNI, TRI, PUMING NGINRS RVISIONS SYMO SRIPTION
More informationDesigning A Uniformly Loaded Arch Or Cable
Dsinin A Unirmy Ar Or C T pr wit tis ssn, i n t Nxt uttn r r t t tp ny p. Wn yu r n wit tis ssn, i n t Cntnts uttn r r t t tp ny p t rturn t t ist ssns. Tis is t Mx Eyt Bri in Stuttrt, Grmny, sin y Si
More informationFOR PRICING ONLY- NOT FOR CONSTRUCTION
. NR.0. T STRUTUR IS SIN IN ORN N MTS T SIN RITRI O T OOWIN OS: 0 NORT ROIN UIIN O S -0, MINIMUM SIN OS OR UIIN N OTR STRUTURS I -0, UIIN O RQUIRMNTS OR STRUTUR ONRT I 0-0, UIIN O RQUIRMNTS OR MSONRY STRUTURS
More informationAEP - LON HILL SERVICE CENTER 3621 CALLICOATTE RD CORPUS CHRISTI, TX 78410
06 Moody/Nolan Inc. P - ON I SRVI 6 IOTT ORPUS RISTI, TX 0 PRPR OR: MRIN TRI RIVRSI PZ OUMUS, OIO MNI Project No. R69.0 PR6 VOUM 9//0 9::0 M :\$$ocal Revit Projects\06 Projects\69 P on ill - R_agray@moodynolan.com.rvt
More informationL1-2 L1-3 L1-1 L1-0. STRATFORD MIDDLE SCHOOL RENOVATION & ADDITION 4100 Vacation Ln, Arlington, VA LANDSCAPE KEY PLAN
N N O WR P, NW, T R WSINTON, 0037 WWW.QUINNV.O O O U U S 0 7th STRT NW SUIT 0 WSINTON 0009 P 0 588 55 0 588 59 OUUSUS@OUUS.INO - O N O O O O -3 STRTOR I SOO RNOVTION & ITION 00 Vacation n, rlington, V
More informationMR 7 CONCRETE WASH EDGE BIKE RACKS FOR 20 BIKES MR 7 ELECTRICAL, PLUMBING, FIRE PROTECTION ENGINEER ATTENDANT BOOTH MR 8 EXISTING EQUIPMENT ENCLOSURE
0 PROT INORMTION SS RO ' - 0 ' - 0 MR 0' - 0 ' - 0 ' - 0 ' - 0 NORT TS 0 Marinelli Rd North ethesda, M 0 PROT TM ' - 0 ' - 0 ' - 0 ' - 0 ' - 0 SIN / UIL ONTRTOR eaufont Springs r Suite Richmond, V P: 0.0.0
More informationC-201 Sheet Bar Measures 1 inch
Janine M. lexander, P.. P.. No. 9, L 0 N. PRK RO, SUIT 0 HOLLYWOO, LORI 0 PHON: (9) - X: (9) 08- No.: 9 I ST SRIPTION Y GT VLVS SHLL RSILINT ST, MNUTUR TO MT OR X TH RQUIRMNTS O WW 09 (LTST RVISION) N
More informationPROPOSED WILLOW PARK RENOVATION PROJECT
ISLIMR ) LL RWINS RMIN T PROPRTY O T SINR. TIS RWIN N SIN MY NOT RPROU WITOUT T PRMISSION O T SINR. ) UNLSS NOT OTRWIS LL IMNSIONS: - R TO T TRIOR O STIN OR O STU ) VRIY LL IMNSIONS, LVTIONS N TUM, RPORT
More informationLIVING/DINING 23'-6" x 13'-1" W/D M&E METER CLOSET OPT. PANTRY W/D. LIVING/DINING 23'-6" x 13'-1" ROOF TOP TERRACE AREA SQ. FT.
NTRY NTRY '-3" x 8'-0" '-3" x 8'-0" ###### x 8'-3" / 23'-" x 3'-" NTRY NTRY 3'-" x 7'-0" 9'-7" x 9'-7" '-0" x '-9" RKST NOOK 9'-0" x '-" 0 0 0 LVTIONS N TILS ON 9 SRIS. SHUL N TILS ON 9 SRIS. '-3" x 8'-0"
More informationCLIENT: THE ARCHITECTS, LLC 3456 HARMONY WAY SOUTHFIELD, MI REVISED: APRIL 30, 2010
SINUI OUNTS P INT: T RITTS, RONY WY SOUTI, I RVIS: PRI, Prepared y: ohnson esign Professionals, Inc. Parkway rive Southfield, I bus:.. RV SRIPTION T onsultants OR ONSTRUTION P Prepared or: T RITTS, irm
More informationL.3922 M.C. L.3922 M.C. L.2996 M.C. L.3909 M.C. L.5632 M.C. L M.C. L.5632 M.C. L M.C. DRIVE STAR NORTH STAR NORTH NORTH DRIVE
N URY T NORTON PROV N RRONOUS NORTON NVRTNTY PROV. SPY S NY TY OR UT T TY RY OS NOT URNT T S TT T NORTON PROV S ORRT, NSR S POSS, VRY ORT S N ON N T S T TY RY. TS NORTON S N OP RO RORS RT SU "" YW No.
More informationLee County Justice Center Annex
Sheet Index Project Team eneral Information 0.0 over Sheet 0.0 Project Information /0/ rchitectural Site Plan.0 th loor emolition Plan // ee ounty ustice enter nnex RITT SSW RITTS IN. 0 SON STRT, SUIT
More informationCENTER POINT MEDICAL CENTER
T TRI WTR / IR RISR S STR SRST I TT, SUIT SRST, RI () X () VUU T I Y R VU, SUIT 00 T, RI 0 () 00 X () RISTRTI UR 000 "/0 STY RR I URT VU RT STY RR, RI () 0 X () 00 "/0 STIR # '" TRV IST TRI UIIS UII S,
More informationTCI SERIES, 3 CELL THE COOLING TOWER CO., L.C. TCI 3 CELL SERIES GA
of T SIN IS T PROPRTY O T OOLIN TOWR OMPNY, L, N IS LON OR MUTUL SSISTN. IT IS NOT TO ORWR NOR RPRINT IN NY ORM WITOUT WRITTN PRMISSION. L W OPTIONL SS PLTORM " x " STNR PLTORM PR LL OPTIONL VIRTION SWIT
More informationABBREVIATIONS NOTE: ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT TO MODIFICATIONS ON OTHER DRAWINGS.
PIPIN SYMOLS OUL LIN SINL LIN PLUMIN N IR SUPPRSSION PIPIN SINTIONS VL N ITTINS PLN VIW TIL VIW RVITIONS PROJT (PPLIL TO LL STS) IR SUPPRSSION SYMOLS OUL LIN SINL LIN SPILTY S SYMOLS NRL LOOR PLN TS T:
More informationPOOL OUTDOOR SHOWER ALUMINIUM SLAT FENCE WITH GATE 9.8 EXISTING DRIVEWAY TREES TO BE RETAINED VERGE
OPYRIGHT 203 ONIRM IMNSIONS ON SIT PRIOR TO OMMNING NY WORK. US WRITTN IMNSIONS IN PRRN TO SING. NOTIY TH RHITT I NY ISRPNIS R INTII. THIS RWING IS TO R IN ONJUNTION WITH OTHR OUMNTS, SHUS N SPIITIONS
More informationEMPTY SUITE 113 BELLA NAILS SUITE 109 EMPTY COST CUTTERS SUITE 107 NOTE '-11 1/2" CENTER TO CENTER A100
8 9 0 N:\URRNT PROTS\0 ollar Tree Tenant Improvement\rawing iles\_revit odel\0_rchitectural_ollar Tree and OS_0.rvt INX O RINS NOT NOT NOT 8 NOT 8 IN TO XISTIN INIS 9" '".0 ' /" UINU STORRONT T XIT OOR
More informationPROJECT DATA TABLE / ORINDA CODE APN: ZONING DISTRICT: DEFERRED SUBMITTALS
0 OR-ORIN IR ITRIT IR TTION 0 VI RU ORIN, IORNI PROT T T / ORIN O PN: 0-0-0 ZONIN ITRIT: NO O TORI: X TORI OW: R-0 TORY -/' (a) TOT (N) UIIN OOR R UT PR O TION PPRTU Y OOR R =, IRT OOR R =,0 ON OOR R =,
More informationA ' / 1 6 " 5 ' / 4 " A4.2 48' - 0" 3 12' - 7" 13' - 11" 10' - 0" 9' - 0" 2' - 6" 1. 2: 12 INDICATES SHOW MELT TYP ABV ABV
4. 4. 4. K ' - / " ' - / 4 " 0 ' - / " ' - 0 " ' - 0 " ' - / " 4 ' - 0 " 4. M U PPR 48' - 0" ' - ' - " 0' - 0" ' - 0" ' - ". : WOM ' - 0 " OT: PROV URROU TR OUT SVS OR UTUR SP UTTY T OR QUSTR MPUS OTO
More informationGENERAL DESIGN CRITERIA AND CANTILEVER SIGN SUPPORT STRUCTURES
Gene Keith Jeff Sue Tom Jim RS Rich Joe John Tracy Kelei Kathy arry hris d TH GRT S TH STT NW JRSY State of New Jersey epartment of Transportation IRTY N PROSPRITY 77 GNR SIGN RITRI N STNR RWINGS OR OVRH
More informationCS 5500 LOBBY CASH DISPENSER STANDARD AND FULL HEIGHT - FRONT LOAD
L6 STNR N ULL IT - RONT LO mm ( ") UL S "LL IMNSIONS N SIN RITRI PROJTION P O RONT - STNR IT S PS and OR S 00 STNR IT TILS RONT - ULL IT S PS and OR S 00 ULL IT TILS IL NO. -66 RV. RR - STNR IT RR - ULL
More informationTYPICAL GAS CONNECTION DETAIL TYPICAL STORM AREA DRAIN DETAIL TYPICAL SANITARY AREA DRAIN DETAIL STORM PIPE DETAIL
IR PROTTION STNPIP RISR TIL NOT TO SL OL WTR WTR MTR LOW POINT RIN W/ TR OS ONNTION WTR NTRN TIL NOT TO SL LOOR PRSSUR U LOKIN YPSS VLV WTR SRVI - OORINT WIT SIT ONTRTOR LOOR - - - TOTL LO NOTS: NTURL
More informationNOTE: ONLY RIGHT IDLER (CONFIGURATION A) ARM SHOWN IN VIEWS ON THIS PAGE
0 PP PP PP PP PP PP NOT: ONLY RIT ILR (ONIURTION ) RM SOWN IN VIWS ON TIS P ITM SRIPTION MTRIL QTY. IL RM - RIT / RIL LIN TUIN / O (0.0 WLL) ISI RT 0 ROMOLY LINR INS IL RM - LT / RIL LIN TUIN / O (0.0
More informationMODEL 304R NATURAL GAS MANIFOLD FOR COPLANAR STYLE TRANSMITTER WITH G2 DIELECTRIC ISOLATORS AND DH STABILIZED EXTENDED CONNECTORS
O 304R NTUR S NIO OR OPNR STY TRNSITTR WIT 2 ITRI ISOTORS N STIIZ XTN ONNTORS RVISION T RVISION O NO. PP' T RT1067996 SRIPTION T. STROT 4/24/17 UPT SPIN 5.85 [148,6] X OPN SOWN WIT 3051S TRNSITTR 304 NTUR
More informationP001 FLOW TEST DATA PLUMBING MATERIALS AND NOTES 2018 NORTH CAROLINA ENERGY CONSERVATION CODE COMMISSIONING NOTE NCECC C408
PLUMIN MTRILS N NOTS PLUMIN NRL NOTS PLUMIN LN 0 NORT ROLIN NRY ONSRVTION O South Tryon St., Suite 00, harlotte N 0 0 ayetteville St., Suite 0, Raleigh, N 0 Phone: 0-- www.optimaengineering.com North arolina
More informationORANGE COUNTY - VIDEO VISITATION PARKING LOT TH STREET ORLANDO, FL 32809
ORN OUNTY - VIO VISITTION PRKIN LOT 3000 39T STRT ORLNO, L 32809 PROJT SOP T PROJT SOP IS TO RT SUR R WITIN T XISTIN PRKIN LOT Y INSTLLIN T TO ONTROL VIULR N PSTRIN SS. T PROPOS IMPROVMNTS WILL RQUIR MINOR
More informationBlimpies Tri-Brand Best Western Tenant Improvements (8/2/2016) ADDENDUM NO. 1
limpies Tri-rand (//0) NUM NO. NRL // ll ontractors, Subcontractors, Material Men, and other parties shall be responsible for reading this entire addendum. ll provisions of the drawings and specifications
More informationSheet Title: Building Renderings M. AS SHOWN Status: A.R.H.P.B. SUBMITTAL August 9, :07 pm
1 2 3 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18 19 orthstar expressly reserves its common law copyright and other property rights for all ideas, provisions and plans represented or indicated by these drawings,
More informationBUILDING & ZONING: VILLAGE OF SILVERTON FLOOR AREAS PER FLOOR WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513)
RSINS T g7 TOWNOMS MONTOMRY R ININNTI, O 5 NRL NOTS O T UTORITIS ST INX SIT LOTION MP. TIS PROT S N SIN UTILIZIN T PROVISIONS O T OLLOWIN OS N RULTIONS: ZONIN: UILIN: VILL O SILVRTON, O OIO UILIN O (0
More informationOPERATING HEAD CODE SIDE ROTARY COUNTRY USE CODE US, CANADA, MEXICO ALL OTHER APPROVED COUNTRIES
O-- ONWLL PRT NUMR - RV OUMNT N K 0 S SP M WL SPILS O TP O N, MTL IN NLOSUR NTNN TP O LLOW OR US 0 0 0 0 0 0 0 0 0 WIRLSS STNR SINL RN T RT OPRTIN RQUN SOTWR VRSION O VRSION R MOUL TRNSMIT POWR MX RIV
More informationG-001 CHATHAM HARBOR AUNT LYDIA'S COVE CHATHAM ATLANTIC OCEAN INDEX OF NAVIGATION AIDS GENERAL NOTES: GENERAL PLAN A6 SCALE: 1" = 500' CANADA
TR ISL ROR UST 8 O. R-2,4-3 R-4 IX O VITIO IS STT PL ORPI OORITS POSITIO 27698 4-39'-" 88 69-6'-4."W 278248 4-4'-" 8968 69-6'-4"W 27973 4-4'-2" 88 69-6'-"W W MPSIR OOR UUST PORTL MI OR 27 8-OOT OR L -
More informationDetailed with Impact. Tel: Fax: RFI #: 0094 Date Created: 12/5/2012
POST ate: //0 y: wdietz etailed with Impact Request for Iformatio 0..0 aer ealth eters 00 S. obso lvd Mesa, Z 80 Project # Tel: ax: Kitchell otractors Ic of Z RI #: 0 ate reated: //0 Respose ompay Respoded
More informationCOVERSHEET & DRAWING LIST
RWING LIST # ST NM ISSU OR PRMIT ISSU OR TNR. OVRST & RWING LIST. SIT PLN. UNRGROUN PRKING. STRT LVL - NTRN. GROUN LOOR PLN.3 N LOOR PLN.4 3R LOOR PLN.5 4T LOOR PLN.6 5T LOOR PLN.7 ROO PLN.4 STION LOWR
More informationNORTHLAKE APARTMENTS
PRT RW RVTO VTY P PROT RPTO TR # UR P PROPRTY.. /..T..... T. R. V..W.P.. '. OT......... R...U..O. O. O. OT. OOR. PT..T..Y...... P. V.. R... W....... V.. Q. QUP..W.. XT.....O.................. OR OT R OTO
More informationG-001 SACO SACO BAY BIDDEFORD INDEX OF NAVIGATION AIDS GENERAL NOTES: GENERAL PLAN A6 SCALE: 1" = 1000' CANADA MAINE STATE PLANE GEOGRAPHIC NO.
2 3 6 7 8 9 0 2 3 20000 230000 220000 ST TORY M 8-OOT W ST 2880000 2880000 L ROOK RL OTS: UKI OR TUR RKWTR (TYP) U O ROOK. SOUIS R I T TTS. T RR PL IS M LOWR LOW WTR (MLLW) IS S O T 983-200 TIL PO. SOUIS
More informationKREBS ADDENDUM NO. 1 PAGE 1
RS 4062 NU NO. P rebs ngineering, Inc. 200 River aven rive Suite 00 irmingham, 35244 205-987-74 anuary 3, 206 NU NO. ONTRT NO.: 4062 OWNR: ISON UTIITIS PROT: TRRIS TTU TNNSS RIVR INT IITY I T: anuary 2,
More informationA0.22 SAGAMORE SPIRIT DISTILLERY RESTAURANT CORE AND SHELL CONSTRUCTION DOCUMENTS CODE SUMMARY & EXITING - RESTAURANT
8 9 0 PROT INORMTION //0 8::08 M :\Users\cbanks\ocuments\Sagamore Rye_Restaurant_cbanks.rvt STPL STPL STPL 9 0. STIR 0 O." 9 0. 9 0. N N STIR UP 0 O." UP OOR 0 O " " O ST LN 0-0 00 STIR 0 9." " STIR O
More informationOpenMx Matrices and Operators
OpnMx Mtris n Oprtors Sr Mln Mtris: t uilin loks Mny typs? Dnots r lmnt mxmtrix( typ= Zro", nrow=, nol=, nm="" ) mxmtrix( typ= Unit", nrow=, nol=, nm="" ) mxmtrix( typ= Int", nrow=, nol=, nm="" ) mxmtrix(
More informationUNCONTROLLED COPY. ERGON ENERGY SUBSTATION STANDARD CIVIL WORKS - STRUCTURES AND POLES 66kV EARTHING TRANSFORMER CABLE SUPPORT STEELWORK DETAILS
2 3 9 2 RRN RWNS 2 3 UNONTRO OPY RVSON ONTRO RON NRY SUSTTON STNR V WORKS STRUTURS N POS kv RTN TRNSORMR SUPPORT STWORK TS 9 2 x 9 3 O SUR RRSTOR PT 3=;.., PT t/lmm VNT O N WT NTRN O MOUNTN OTS!, q>. O
More information624' - 0" 2 A ' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"
' 0" 00 0 0 ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ONRT TILT PNL, S STRUTURL ' 0" ' 0" ' 0" ' 0" Mill Street, Suite 00 email architects@randallpaulson.com 0' 0" ' 0" 0 HRTMN RO
More informationAIR FORCE STANDARD DESIGN MILITARY WORKING DOG FACILITY
1. NRL NOTS US THS OUMNTS IN ONJUTION WITH TH STNR SIN OUMNT N INTRTIV PRORMMIN WORKSHT. NUMR RWIN LIST NM -1 OVR SHT -1 STNR SIN PLN - 1-2 STNR SIN PLN - 2-3 MOULS,, & PLNS & XONS -4 MOULS PLNS & XONS
More information3WN6 Circuit-Breakers
i WN Ciruit-Brrs WN iruit-rrs fix-out, usw- u -po Bstt Horizot otio 0 70 S- S- 7 7 0 0 0 S-7 S-, 70 f Fixi os for outi rt S- 0 $ Sp for rov of r r % Cr for uxiiry pu & r vti sp ( uxiiry pu ) Cui oor *
More informationd e c b a d c b a d e c b a a c a d c c e b
FLAT PEYOTE STITCH Bin y mkin stoppr -- sw trou n pull it lon t tr until it is out 6 rom t n. Sw trou t in witout splittin t tr. You soul l to sli it up n own t tr ut it will sty in pl wn lt lon. Evn-Count
More informationTelecommunications 1-1/4" RACEWAY WITH DOUBLE-GANG ADAPTER PLATE AND A/V CABLING.
2 3 2 TNOOY SYMO ST NR TNOOY NOTS: NOT: This is a standard symbol list and not all items listed may be used. bbreviations () XSTN OV NS OOR NMW - UNRROUN ONUT T TORY ONTRTOR URNS ONTRTOR NST O ONTRTOR
More informationGrade 7/8 Math Circles March 4/5, Graph Theory I- Solutions
ulty o Mtmtis Wtrloo, Ontrio N ntr or ution in Mtmtis n omputin r / Mt irls Mr /, 0 rp Tory - Solutions * inits lln qustion. Tr t ollowin wlks on t rp low. or on, stt wtr it is pt? ow o you know? () n
More informationAmphenol Canada Corp.
HT SINK OPTION = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; SN HIGHT) = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; PI HIGHT) = PIN STYL HT SINK (NIKL PLT) N LIP (H=.mm; TLL) = PIN-FIN HT SINK (NOIZ, LK)N
More information12. MASONRY NOTES: 1. STRUCTURAL STEEL: ASTM A992 FOR WIDE FLANGE SHAPES; ASTM A36 ELSEWHERE. 2. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B.
00 RO, SUIT 0 IRMINM, LM PON: 0.9.0 X: 0.9.0 0 st venue S, Suite 00 irmingham, L 0.9. Tel MNTWOR.OM ISSU T O O W Y N M I L L S W O O 9 0 9 0 PROT #0 //0 WLROP ST. ULLMN, L /9/0 9:9: M NRL NOTS S.0 ullman
More informationTheorem 1. An undirected graph is a tree if and only if there is a unique simple path between any two of its vertices.
Cptr 11: Trs 11.1 - Introuton to Trs Dnton 1 (Tr). A tr s onnt unrt rp wt no sp ruts. Tor 1. An unrt rp s tr n ony tr s unqu sp pt twn ny two o ts vrts. Dnton 2. A root tr s tr n w on vrtx s n snt s t
More informationRAMS C, 16 GA SLITTER 23
RMS - 0-, G SLITTR N/ LLS /0/0 SSL UTION LL SRIL No. TG 0 S SHT OR UPPR SSMLY "M IN US" LL S SHT OR KGG SSMLY 0 ITM NO. PRT NUMR SRIPTION QTY. 00X/ " I X /" OR PULLY N/ L-0 V-LT K OR GRIP N/ POWR OR SL-0
More informationMath 166 Week in Review 2 Sections 1.1b, 1.2, 1.3, & 1.4
Mt 166 WIR, Sprin 2012, Bnjmin urisp Mt 166 Wk in Rviw 2 Stions 1.1, 1.2, 1.3, & 1.4 1. S t pproprit rions in Vnn irm tt orrspon to o t ollowin sts. () (B ) B () ( ) B B () (B ) B 1 Mt 166 WIR, Sprin 2012,
More information135-91G00N ONE-WAY CUSTOMER UNIT FOR VAT 30GX AND Easy-aire 10GX
ON-WY TV SYSTM OR VT GX UNITS L92 LL -8-999-6 -GN ON-WY USTOMR UNIT OR VT 2GX ND VT 2GX " (8. mm) OLOR D MR IN N NVIRONMNTLLY ONTROLLD HOUSING DIMNSIONS IN MILLIMTRS (DIMNSIONS IN T-INHS) -9GN ON-WY USTOMR
More informationHANGAR AT LAWRENCE MUNICIPAL AIRPORT JET HANGAR 1
NR T LWRN MUNIIPL IRPORT PROPOS IT-OUT & IMPROVMNTS 9 SUTTON ST. NORT NOVR M, 08 RSPONSIILITY SUL PROT ITM 0 NRL PRMITS ISPOSL SRVIS INL LNUP 0 SITWORK 0 ONRT 0 MSONRY 0 MTLS 0 WOO & PLSTIS ROU RPNTRY
More informationFIXTURE TYPE AMERICAN STANDARD FLUSH TANK WATER CLOSET P-1 WALL HUNG P-2 URINAL WATERLESS URINAL. WATERLESS - - WALL HUNG DROP IN P-3
I. NR RQUIRNT:. PUIN ONTRTOR I TO URNI N PY OR OR, TRI, QUIPNT, PRIT & RQUIR OR T OPT INTTION O YT IN TI TION O WOR.. WOR I TO PROR IN ORN WIT N PUIN O N OTR PPI O. P I TO OORINT W/.. IN RR TO PROT TIIN,
More informationFooting Schedule (2500 PSF) Type Mark Width Length Thickness Reinforcing
T " LR TOP N OTTOM 6 R I LP S PLN OR T/T L STP STP NOT: ONTRTOR TO OORINT/VRIY LOTION O STPS WITH INISH RIN PLN PROVI '-0" MIN OVR OV TOP O T - INITS THIKNSS - S PLN N STIONS T 6 R I LP " " x STP " MIN
More information160 SSC Variable Speed Drive (Series C)
0 SS Variable Speed rive (Series ) Publication 0-P onfigured rive Package Important User Information Solid state equipment has operational characteristics differing from those of electromechanical equipment.
More informationSCHOOL DISTRICT OF PHILADELPHIA. Office of Capital Programs. 440 N. Broad St, Philadelphia, PA 19130
S S TRIT II Offce of ptl oms h Wok S ROR l TRIT M OMMISSION I fo es I, l m 0 N. o St, hllph, 0 S RVITIONS / T T UM NO ROX R ITUM KG O bet I otcto ushe / otcto Istlle G oe Gu J otol Jot G el etele MU ocete
More informationDRAWING SYMBOLS LEGEND GENERAL NOTES PROFESSIONAL SERVICES DISCLAIMER BUILDING SUMMARY
SSIL SIN RQUIRMNTS RWIN SYMOLS LN NRL NOTS PROSSIONL SRVIS ISLIMR UILIN SUMMRY PRMNNT ROOMS N SPS S SUL LOW OR INTRIOR SIN LOTIONS. SINS WI SINT PRMNNT ROOMS N SPS SLL OMPLY WIT STIONS.0.,.0.,.0.,.0. OOR
More informationDOCUMENT STATUS: RELEASE
RVSON STORY RV T SRPTON O Y 0-4-0 RLS OR PROUTON 5 MM -04-0 NS TRU PLOT PROUTON -- S O O OR TLS 30 MM 03-3-0 3-044 N 3-45, TS S T TON O PROTTV RM OVR. 3 05--0 LT 3-004, NOT, 3-050 3 0//00 UPT ST ROM SN,
More informationDES MOINES SOCIAL CLUB
SIT PLN KYNOTS NW ONRT. XISTING FIR HYRNT N GURRIL TO RMIN. PINT GURRIL. NW UR. 9TH STRT VIUT OV. NW FROST FOOTING. NW LTRIL TRNSFORMR N P. XISTING RIO TOWR TO RMIN. NW TRSH NLOSUR. 9 PROJTION SRN. 0 STL
More informationHVAC DEMOLITION KEYED NOTES:
0 V MOLITION Y NOTS: V MOLITION PLN SL: /" = '-0" 0 PROT NO. T RVISIONS: ST NUMR Y M R I T T S, I N. 0 ON RIV, ORPUS RISTI, TXS 0 00 N Shoreline lvd, orpus hristi, TX 0 office:.. fax:.. opyright ykema
More informationMINI POST SERIES BALUSTRADE SYSTEM INSTALLATION GUIDE PRODUCT CODE: MPS-RP
MN POST SRS LUSTR SYSTM NSTLLTON U PROUT O: MPS-RP 0 R0 WLL LN 0 RONT LVTON VW R0 N P 0 T RUR LOK LOT ON LSS. SLON SL TYP. OT SS 000 LSS T 0 00 SRS LSS WT 00/00 (0mm NRMNTS VLL) MX. 000 00-0 (ROMMN) 00
More information8-3/8" G HANDHOLE C A 1 SUCTION STEEL BASE TABLE OF DIMENSIONS
VORTX SOLIS-NLIN WSTWTR S K OUR " N ONNTIONS OUR " I. OLS OR NOR OLTS -/" STION 0 OUTLIN RWIN TYP VTX- JO: SS-7 T VTX- VORTX (S) OR _PM T _T. T J PPX. N OVRLL L M PLN VIW PPX. P OVRLL 8-/8" P ISR OUPLIN
More informationWATER CONNECTION AeccDbCogoPoint (AeccLand80) ELEV. = 2107'-3" ELEV. = 2109'-0" 6 7" 5 11" ELEV. = 2111'-4" STAIR LANDING
TOP O HWLL.00 9 ' 00" PLNTR STPP ONRT WLL TO " HIH UR TTH " HIH " I. RSPL HNRIL TO INSI O THIS WLL T.O.W. = ' - /" LIN O OOR OVR RWL SP STOR R -0 URN MHNIL STON TIL /W NUHT -0 STIR LV. = 0.' 0 RIS @."
More informationProspective Bidders. Wold Architects and Engineers
NUM Page of 2 To: rom: Prospective idders Wold rchitects and ngineers ate: pril 27, 206 omm. No: 63025 Subject: ddendum No. for idding ocuments for the Masonry and lashing Repairs at: Huntley High School,
More informationCONSTRUCTION UNLESS NOTED
NRL NOTS. THS NOTS SUPPLMNT NY PROT SPIITIONS, WHIH SHLL RRR TO OR ITIONL RQUIRMNTS.. LOT XISTIN UTILITIS N NOTIY NINR O XISTIN UTILITIS OR SUR ONITIONS.. O NOT PL HOLS OR NOTHS IN STRUTURL OMPONNTS THT
More informationA302 A302 A201 A111D A111A VESTIBULE STUDENT LOBBY 300 GENERAL CLASSROOM CORRIDOR CORRIDOR 403 CAREER COUNSELOR 302B FEC OFFICE RECEPTION
9//0 :06:57 PM PRINT: U T S R Q P N M L K 0 0 0 5 6 N LTRIL 0 ILY 0 STUNT LOY 00 LOING OK 0 ILY 0 ILY 0 00 08 PROGRMMING 0 VN MNUTURING / WLING 0 0 5 5 GRINING 0 TSTING NTR 0 6 6 TOOLING 0 7 ' - 0" 7'
More informationREBAR W/CAP RAILROAD SPIKE GV. Stair SF ELEVATOR FILL. EL. Lobby E101 LIMITED HEAD HEIGHT C101A. Corridor 1128' - 0" STORAGE
0 K ONSULTNTS ZON OMMRIL H ZON RSIN OI 0 " PV LLY (0'). " PV RR W/P RILRO SPIK X-UT 0 V IL ZON OMMR OI N SI R ON Z ' -0 0 PRLIMINRY ' - " " 0' - 0" ' - " ' - " ' - 0" ' - " ' - " ' - " ' - 0" ' - " ' -
More informationSAN JOSE CITY COLLEGE PHYSICAL EDUCATION BUILDING AND RENOVATED LAB BUILDING SYMBOL LIST & GENERAL NOTES - MECHANICAL
S SRUUR OR OORO SU sketch SYO SRPO OO OU O SUPPOR YP SUPPOR O UR SOS OVR SOS (xwx) X W (S) RR RWS U- R R OR ROO OR P S SPR SO S OS OW "Wx00"x0" 000.0, 8/7.0 Z U- R R UPPR ROO S S S SPR SO S OS OW 0"Wx0"x90"
More informationWATER MOTOR GONG A/S RETARD CHAMBER WITH FLOW SWITCH CHECK VALVE WITH BALL DRIP F.D. SIAMESE CONNECTION-VERIFY LOCATION WITH CIVIL 2" MAIN DRAIN
R OTS 0. T SRIR OTRTOR S ROVI OT YRUI UTIOS, I SIZI, I TRI WIT Y-OUT W'S & OSTRUTIO Y-OUT W'S. 0. SRIR S SRVI, TRI, TO, SWITR & VTOR I ROOS S ROVI Y SUT-O VVS W/ TR SWITS. 0. T IR ROTTIO SYST SI, ISTTIO
More informationTin Barn Brewing. New Brewery J 1032 SF. New Brewery First Floor Area Plan ABOVE FINISHED FLOOR CONTROL JOINT CENTER LINE
9/9/07 0:0:8 7 8 9 0 ew rewery 9 ake Station Road, Warwick, Y 0990 88 S UP eck 0 S ew rewery rea Plan /" = '-0" 0 9 ake Station Road Warwick, Y 0990 PROT IORTIO 0 00 ist of bbreviations rchitectural egend
More informationGRANITE PEAKS BUILDING #3
RNIT PKS UILIN # 0. SO LILY RIV SNY, UTH rchitecture Interior esign Landscape rchitecture onstruction Management South 00 ast, Suite 00 Salt Lake ity, Ut ph. 0.6.00 fax 0.6. written permission from THINK
More informationSPRING ISD SPRING HS RESTROOM RENOVATION
SPRIN IS SPRIN S RNOVTION //08 OR O TRUSTS RON NWOUS N ONZLS ONL VIS USTIN URNT R. OR NSN RIS. LL WINOR MS R. R. RONY. WTSON PRSINT VI PRSINT SRTRY SSISTNT SRTRY MMR MMR MMR SUPRINTNNT RITT P RITTS RNWY
More informationSTATE LOCATION MAP VICINITY LOCATION MAP PROJECT DESCRIPTION AND GENERAL NOTES
SLTIV MOLITION T 200 SNORN STRT MOLITION PKG 02//20 STT LOTION MP VIINITY LOTION MP (200 SNORN STRT, LORN S) PROJT SRIPTION N GNRL NOTS INX O RWINGS 5 GORGI 5 20 NORTH ROLIN 5 20 OLUMI HRLSTON 5 SUMMRVILL
More informationDYNAMIC PROTOTYPE DEVELOPMENT CIVIL ENGINEER SQUADRON - EXPLOSIVE ORDNANCE DISPOSAL
1 US RMY ORPS O NGINRS MOIL ISTRIT GNRL NOTS 1. US THS OUMNTS IN ONJUTION WITH TH SIGN GUI N PROGRMMING MTRIX SHT. IVIL NGINR SQURON: XPLOSIV ORINN ISPOSL PHS: INL NY, ONUS T: MRH 2016 OVR SHT IR OR IVIL
More informationMAT3707. Tutorial letter 201/1/2017 DISCRETE MATHEMATICS: COMBINATORICS. Semester 1. Department of Mathematical Sciences MAT3707/201/1/2017
MAT3707/201/1/2017 Tutoril lttr 201/1/2017 DISCRETE MATHEMATICS: COMBINATORICS MAT3707 Smstr 1 Dprtmnt o Mtmtil Sins SOLUTIONS TO ASSIGNMENT 01 BARCODE Din tomorrow. univrsity o sout ri SOLUTIONS TO ASSIGNMENT
More informationIn which direction do compass needles always align? Why?
AQA Trloy Unt 6.7 Mntsm n Eltromntsm - Hr 1 Complt t p ll: Mnt or s typ o or n t s stronst t t o t mnt. Tr r two typs o mnt pol: n. Wrt wt woul ppn twn t pols n o t mnt ntrtons low: Drw t mnt l lns on
More informationth Avenue Seattle, WA 98122
Blueprint apital provides development, financing and marketing services for select Seattle builders. More information on this property can be obtained by contacting the builder and/or agent listed below.
More informationSWAGELOK BRISTOL SOPFAB SOPFAB04-AR-271A/B SAMPLE TO ANALYSER SURPLUS TUBE CUTBACK TO SUIT AIR IN CAL 1 FLARE CAL 2 STEAM IN AIR IN
00 0 SMPL TO NLYSR LR STM IN SURPLUS TU UTK TO SUIT IR IN L L IR IN 0 n TYP. 0 00 STM ONNST ST LOOP ST LOOP SRUR RIN TR RIN RVISION ISTORY RV T SRIPTION PPROV V0 /0/0 INITIL RLS K RIN V0 0/0/0 UPT K RIN
More informationBUILDING & ZONING: VILLAGE OF SILVERTON WATER & SEWER: G.C.W.W CENTRAL PARKWAY, CINCINNATI, OH (513)
RSINS T g7 TONOMS MONTGOMRY R ININNTI, O 5 GNRL NOTS O T UTORITIS ST INX SIT LOTION MP. TIS PROT S N SIGN UTILIZING T PROVISIONS O T OLLOING OS N RGULTIONS: ZONING: UILING: VILLG O SILVRTON, O RSINTIL
More informationOn Hamiltonian Tetrahedralizations Of Convex Polyhedra
O Ht Ttrrzts O Cvx Pyr Frs C 1 Q-Hu D 2 C A W 3 1 Dprtt Cputr S T Uvrsty H K, H K, C. E: @s.u. 2 R & TV Trsss Ctr, Hu, C. E: q@163.t 3 Dprtt Cputr S, Mr Uvrsty Nwu St. J s, Nwu, C A1B 35. E: w@r.s.u. Astrt
More informationSURFACE RACEWAY CABLE/RACEWAY TURNS UP CABLE/RACEWAY TURNS DOWN HOME RUN WIRING NOTES KEYNOTES JUNCTION BOX SCHEDULE H (INCHES) W (INCHES) (INCHES) 4
0 9 UIO VISUL SYSTMS NRL NOTS LN RVITIONS. RR TO IITIONS OR OMPLT RQUIRMNTS.. PROVI ONUIT, OXS N ITTS SOWN ON UIO VISUL SYSTMS (V) RWS UNR T WOR O STION 0 ONUITS N OXS OR UIOVISUL SYSTMS. UNLSS OTRWIS
More informationPlanar convex hulls (I)
Covx Hu Covxty Gv st P o ots 2D, tr ovx u s t sst ovx oyo tt ots ots o P A oyo P s ovx or y, P, t st s try P. Pr ovx us (I) Coutto Gotry [s 3250] Lur To Bowo Co ovx o-ovx 1 2 3 Covx Hu Covx Hu Covx Hu
More information7 ACM FOR FRAME 2SET 6 FRAME 2SET 5 ACM FOR MAIN FRAME 2SET 4 MAIN FRAME 2SET 3 POLE ASSLY 1 2 CROWN STRUCTURE ASSLY 1 1 CROWN ASSLY 1
7 M OR RM 2ST 6 RM 2ST 5 M OR MIN RM 2ST 4 MIN RM 2ST 3 POL SSLY 1 2 ROWN STRUTUR SSLY 1 1 ROWN SSLY 1 SR.NO. SRIPTION QTY. a LL IMNSIONS R IN mm I N MT Pi IOLMI 1'NTION LT. Tm: XPLO VIW OR POL MOUNT MLM
More informationDETAIL B DETAIL A 7 8 APPLY PRODUCT ID LABEL SB838XXXX ADJ FOUR POST RACK SQUARE HOLE RAIL B REVISION
RVISION RV SRIPTION Y T HNG NO NOT OR PROUT LL JJH // LR TIL PPLY PROUT I LL TIL INSI UPPR ROSS MMR ON PR RK IS J OUR POST RK SQUR HOL RIL IS MN MS G NUT, PNL RNG 99 PPLY PROUT I LL INSI UPPR ROSS MMR
More information