COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

Size: px
Start display at page:

Download "COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY"

Transcription

1 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 65 FOR ONRETE REINFOREMENT. O NOT WEL REINFORING STEEL RS. 4. RKE-FINISH LL HORIZONTL ONSTRUTION JOINTS, EXEPT S INITE. 5. VERIFY LL IMENSIONS N GEOMETRY OF THE EXISTING STRUTURES IN THE FIEL S NEESSRY FOR PROPER FIT OF THE PROPOSE ONSTRUTION. 6. HMFER EXPOSE ONRETE EGES INH Y INH. 7. LL IMENSIONS SHOWN RE HORIZONTL, EXEPT S NOTE. 8. IMENSIONS RE SE ON NORML TEMPERTURE OF 68 EGREES F. 9. PIPE IMETERS SHOWN IN THE ESIGN TLES RE OUTSIE IMETERS. 0. USE STNR SIZE HOLE. THE STNR HOLE IMETER FOR OLTS SMLLER THN " IMETER SHLL E THE NOMINL IMETER OF THE OLT PLUS /6 ". FOR OLTS " IMETER N LRGER, THE WITH OF EH STNR HOLE SHLL E THE NOMINL IMETER OF THE OLT PLUS /8 ".. LER ISTNE ETWEEN OLT HOLES OR ETWEEN THE OLT HOLE N THE OF THE MEMER IN THE IRETION OF THE PPLIE ERING FORE SHLL E HEKE. PROVIE NHOR OLT HOLES /4 " LRGER THN OLT IMETER. PROVIE MINIMUM NHOR OLT EMEMENT LENGTH OF NHOR OLT IMETERS. 4. PROVIE OULE NUTS N WSHER FOR EH NHOR OLT. 5. STEEL MEMER OMPONENTS REQUIRING HRPY V-NOTH TESTING RE ESIGNTE ON THE PLNS Y (VN), PROVIE STEEL ONFORMING TO THE VN REQUIREMENTS FOR ZONE 2, NON FRTURE RITIL S GIVEN IN THE SHTO MTERIL SPEIFITIONS. FRITION. ONSTRUT SIGN STRUTURES TRUE TO IMENSION, FREE FROM KINKS, TWISTS OR S, N UNIFORM IN PPERNE. SSEMLE OMPLETE SETIONS IN THE SHOP N HEK FOR STRIGHTNESS, LIGNMENT, IMENSION, N THE FIRM SETING OF THE SPLIE PLTES. ORRET NY VRITIONS TO THE STISFTION OF THE ENGINEER. FORM MSTS FOR SIGN STRUTURES TO THE RII SHOWN ON THE PLNS IN ORNE WITH THE TUE N PIPE SSOITION INTERNTIONL REOMME STNRS FOR INUTION ING OF PIPE N TUE (TP-IS-98). FFIX LIPS, EYES, OR REMOVLE RKETS TO LL MSTS N S, S NEESSRY, TO SEURE THE SIGN STRUTURE URING SHIPPING N FOR LIFTING N MOVING URING ERETION. THIS IS TO PREVENT MGE TO THE FINISHE GLVNIZE OR PINTE SURFES. REMOVE RKETS ON SIGN STRUTURES FTER ERETION. INLUE ETILS OF SUH EVIES ON THE SHOP RWINGS. 4. FRITE LL SIGN STRUTURES INTO THE LRGEST PRTIL SETIONS PRIOR TO GLVNIZING. SUMIT SPLIE LOTIONS TO THE ENGINEER FOR PPROVL. O NOT OMMENE FRITION UNTIL SUH SPLIE LOTIONS RE PPROVE. 5. GRIN LL RES TO E WELE TO RIGHT METL. UTT WEL SPLIES RE NOT PERMITTE, UNLESS SHOWN ON THE PLNS. OMPLETE LL WELING N REQUIRE TESTING EFORE NY MTERIL IS GLVNIZE. NON-ESTRUTIVELY TEST LL IRUMFERENTIL N STIFFENER WELS USING THE METHOS N PROEURES IN ORNE WITH SETION 948. THE EPTLE RITERI RE STTE IN TLE 6. OF SHTO/WS.. PROVIE FULL PENETRTION GROOVE WELS FOR LL LONGITUINL WELS WITHIN OF FULL PENETRTION IRUMFERENTIL GROOVE WEL N INSPET S SPEIFIE OVE. PROVIE MXIMUM WEL UNERUT OF 0.0". 6. HOT-IP GLVNIZE LL OMPONENTS (EXEPT REINFOREMENT RS, LUMINUM, N NON-FERROUS INIENTLS) FTER FRITION PER STM 23 OR STM 53, S PPROPRITE. ONSTRUTION. USE TEMPLTES TO URTELY SET SE PLTE NHOR OLTS TO ORRET ELEVTION N LIGNMENT. SEURELY RE NHOR OLTS GINST ISPLEMENT EFORE ONRETE IS PLE N URING ONRETE URING. NOTES TO ESIGNER WHEN SIZING FRME OMPONENTS N THE HORIZONTL ENTERLINE OF THE SIGN PNEL IS NOT LOTE T THE ENTERLINE OF, LULTE PNEL RE S TWIE THE VERTIL IMENSION FROM THE ENTERLINE OF TO EITHER THE TOP OR OTTOM OF THE SIGN PNEL, WHIHEVER IS GRETER, MULTIPLIE Y THE SIGN PNEL LENGTH. YNMI/VRILE MESSGE SIGNS (MS/VMS) RE PROHIITE ON MONOPIPE STRUTURES. USE MINIMUM OF 2" THIKNESS FOR LL SPLIE PLTES TO PREVENT ISTORTION URING WELING. ESIGN. SPEIFITIONS: "SHTO 4TH EITION STNR SPEIFITIONS FOR STRUTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES N TRFFI SIGNLS" (0 WITH INTERIMS THROUGH 03) N "SHTO 7TH EITION STNR SPEIFITIONS FOR HIGHWY RIGES" (02). ERET SIGN STRUTURE ONLY FTER ONRETE MEETS 7 Y STRENGTH REQUIREMENTS. TEMPORRILY SUPPORT S TO RELIEVE LO FROM THE SPLIES WHILE HIGH-STRENGTH OLTS RE EING TIGHTENE IN ORER TO FIRMLY SET THE ONNETION PLTES. WIN LOS RE SE ON 90 MPH (3 SEON GUST) SI WIN SPEE. 4. PRIOR TO ERETION, EMONSTRTE TO THE ENGINEER Y PRESSEMLY OR OTHER PPROVE METHO THT FRME STRUTURE LENGTH IN NO-LO ONITION MTHES FIEL MESURE FOUNTIONS RE SE ON MXIMUM " LTERL EFLETION T SPING WITHIN /2". N ON THE FOLLOWING SOIL PRMETERS: ) LOOSE GRNULR SOIL WITH 00 PF UNIT WEIGHT, 28 EGREE INTERNL FRITION NGLE, 0 PSF OHESION, N 25 PI MOULUS OF SUGRE RETION. 5. EQUTELY SUSP FRME STRUTURES TO VOI ISTORTIONS OR HNGES IN SPN LENGTH IF ERETE ONTO FOUNTIONS S ONE UNIT. ) SOFT OHESIVE SOIL WITH 00 PF UNIT WEIGHT, 0 EGREE INTERNL FRITION NGLE, 800 PSF OHESION, 0 PI MOULUS OF SUGRE RETION, N 0.02 E50 STRIN. 4. THE MEMER SIZES INITE IN THE ESIGN TLES MEET THE FTIGUE REQUIREMENTS FOR FTIGUE TEGORY I. 5. THE TRFFI ENGINEER SETS THE ESIGN SIGN RE USING ONE OF THE FOLLOWING OPTIONS:. THE TUL SIGN RE TO E PLE ON THE STRUTURE T THE TIME OF ONSTRUTION.. THE TUL SIGN RE INRESE Y 25%, SE ON THE PROILITY OF SIGNS EING E OR INRESE IN SIZE. (RURL HIGHWY EFINITION OF "ESIGN SIGN RE").. THE TUL SIGN RE INRESE Y 50%, SE ON THE PROILITY OF SIGNS EING E OR INRESE IN SIZE. (URN HIGHWY EFINITION OF "ESIGN SIGN RE"). 6. THE ESIGN SIGN RE WILL E ROUNE UP TO THE NEXT HIGHEST INREMENT OF SIGN RE SHOWN IN THE ESIGN TLES. LERLY SHOW THE ESIGN RE USE ON THE ESIGN PLNS FOR FUTURE REFERENE. 7. NY SPN LENGTH OR NTILEVER LENGTH GRETER THN THT SHOWN ON THE STNR IS PROJET SPEIFI ESIGN. ESIGNER MUST ENSURE THE VILILITY OF THE SELETE PIPE SIZES. THE ESIGNER MUST S THE OUMENT OF VILLE PIPE SIZES TO THE HIEF RIGE ENGINEER PRIOR TO PS&E SUMITTL. THE ESIGNER OUMENTS THT N INVENTORY OF PIPE IS VILLE N/OR THE MNUFTURER PIPE RULING SHEULE IS OMPTILE WITH THE ONSTRUTION SHEULE. IN GENERL, 30" IMETER PIPE IS MORE REILY VILLE THN " OR 2 IMETER PIPE WITH WLL THIKNESS GRETER THN /2 ". MTERIL. PROVIE MTERILS N WORKMNSHIP IN ORNE WITH THE URRENT VERSIONS OF THE PENNSYLVNI PULITION 408, SHTO/WS WELING OE.5, ONTRT SPEIL PROVISIONS, N SHTO "STNR SPEIFITIONS FOR STRUTURL SUPPORTS FOR HIGHWY SIGNS, LUMINIRES N TRFFI SIGNLS". USE SHTO/WS. FOR WELING NOT OVERE IN SHTO/WS.5. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY PROVIE STRUTURL STEEL ONFORMING TO SHTO M270, GRE 36 (STM 709, GRE T-8700 SPING HRTS/IRET PPLIE LETTERS, NUMERLS, & RROWS MONOPIPE SIGN STRUTURES 36) ESIGNTION EXEPT WHEN NOTE OTHERWISE. PROVIE WELE OR SEMLESS STEEL PIPE ONFORMING TO PULITION 408, SETION 948.2(a). 4. PROVIE HIGH-STRENGTH STEEL OLTS ONFORMING TO SHTO M64 (STM 325). MEHNILLY GLVNIZE LL OLTS (EXEPT NHOR OLTS), NUTS N WSHERS. EITHER MEHNILLY GLVNIZE LL NHOR OLTS OR HOT-IP GLVNIZE LL NHOR OLTS IN ORNE WITH FRITION NOTE 6 ON THIS SHEET. PROVIE U-OLTS ONFORMING TO STM 449. PROVIE NHOR OLTS ONFORMING TO STM F554, GRE 55. T-870 T-870E T-870S T M -747M R-M R-52M SIGN ETILS/FREEWY N EXPRESSWY GUIE SIGNS EXTRUE LUMINUM HNNEL SIGN FLT SHEET LUMINUM SIGNS WITH EXTRUE LUMINUM STIFFENERS SIGN LIGHTING REINFOREMENT R FRITION ETILS MONOPIPE SIGN STRUTURES LSSIFITION OF ERTHWORK FOR STRUTURES TYPE 2 STRONG POST GUIE RIL FRME STRUTURE SPNS UP TO 60' N NTILEVER MONOPIPE STRUTURE GENERL NOTES R-53M TYPE 2 WEK POST GUIE RIL R-54M R-58M RRIER PLEMENT T OSTRUTIONS SINGLE FE ONRETE RRIER PLEMENT T MEIN PIERS REOMME PR.29, 6 REOMME PR.29, 6 SHEET OF 5 REFERENE RWINGS HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M

2 SIGN STRUTURE SPN LENGTH = SIGN STRUTURE ST. SIGN PNEL LENGTH = ONNETION, SEE -747M FOR ETILS, MST, N (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL HEIGHT = ONNETION SEE -747M FOR ETILS MST SIZE IS (O..) x (WLL THK.), SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") MST (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL & GLV. ROENT SREEN 0'-0" TUL VERT. LR.= VERT. LR.= 7'- PVEMENT PT. OF VERT. LR. ROWY SIZE IS (O..) x (WLL THK.). SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL SUPPORT SEE TLE "", EM (TYP, SEE -747M ON -747M, SHT.5 FOR ETILS) OR S REQ'. Y OWNER VRILE EGE OF PVEMENT ONNETION, SEE -747M FOR ETILS SIGN STRUTURE HEIGHT = (30'-0" ) SEE PLN SHEET FOR SIGN STRUTURE LOTION LOTION PLN LENGTH OTTOM OF, SEE -747M FOR REINFOREMENT REQUIREMENTS N FOUNTION ETILS SE ONNETI0N SEE -747M FOR ETILS ( ) EMEMENT MER IMETER (SEE -747M) ELEVTION SIE VIEW MER IGRM NOTES TO ESIGNER: PROVIE IMENSIONS N ELEVTIONS SE ON TUL STRUTURE ONFIGURTION S REQUIRE. SMPLE INITES MINIMUM REQUIRE INFORMTION WITH ESIGN RITERI ESIGN SIGN RE ()= ESIGN SPN = MER MUST INLUE OTH N MST (OLUMN) EFLETION. K RKING OF MST IS NOT PERMITTE. ESIGNER MUST PROVIE INFORMTION IN () PRENTHESES ON ELEVTION SE ON INFORMTION OTINE FROM ESIGN TLES S INITE. PLE THE FOLLOWING NOTES ON ONTRT RWINGS: GENERL NOTES: FTIGUE TEGORY = NOTE: ESIGN FOR TUL SIGN RE, TUL SIGN RE INRESE Y 25%, OR TUL SIGN RE INRESE Y 50%. (ESIGNER TO INITE ONTROLLING ONITION). FOR GENERL NOTES, SEE -747M. IMETER WITH - NO. 8 REINFORING RS. SEE -747M FOR ITIONL REINFOREMENT REQUIREMENTS N ETILS. PROVIE SPE OF OR LESS, OR ONE-HLF THE TLLER PNEL HEIGHT OR MORE, ETWEEN JENT SIGN PNELS WHEN PRESENT. 4. TERMINTE WELS /4" SHORT OF STIFFENER S N STIFFENER HMFER. 5. SEL SE PLTE TO FOUNTION GP WITH GLVNIZE STEEL SREEN, /2" Y /2" MESH N 0.063" IMETER WIRES. SREEN IS TO PREVENT ENTRY OF ROENTS WHILE PERMITTING RINGE. SREEN IS TO E REMOVLE N TTHE TO SEPLTE WITH STINLESS STEEL HRWRE. ESIGNER IS REQUIRE TO PROVIE MER ON ESIGN PLN FOR EH SPEIFI STRUTURE SPN. TLE OF ESTIMTE QUNTITIES ITEM NO. ITEM UNIT QUNTITY STEEL SIGN STRUTURE LS STRUTURE MOUNTE SIGNS SF LSS 3 EXVTION Y LSS EMENT ONRETE Y REINFOREMENT RS LS ITEMS SHOWN FOR INFORMTION ONLY, INLUE IN LUMP SUM ITEM NO OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES NTILEVER MONOPIPE STRUTURE NTILEVER STRUTURE SMPLE ONTRT RWING REOMME PR.29, 6 REOMME PR.29, 6 SHEET 2 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M

3 MST "" & "" SIGN STRUTURE SPN OVERLL LENGTH = MST "" & "" 0'-0" SPN = ONNETION, SEE -747M FOR ETILS SIGN PNEL LENGTH = SIGN PNEL LENGTH =, MST, N (VN WHEN WLL THIKNESS EXEES /2") MST SIZE IS (O..) x (WLL THK.), SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") GLV. ROENT SREEN MST "" MST "" SEPLTE MST HEIGHT = MST "" MST "" MST HEIGHT = ESIGN HEIGHT (H) SIGN PNEL HEIGHT = SIGN PNEL & "" MST (VN WHEN WLL THIKNESS EXEES /2") SEE TLE "", ON -747M, SHT.5 OR S REQ'. Y OWNER VRILE 0'-0" TUL VERT. LR.= VERT. LR.= 7'- PVEMENT PT. OF VERT. LR. ROWY SIZE IS (O..) x (WLL THK.). SEE -747M FOR FRITION ETILS. (VN WHEN WLL THIKNESS EXEES /2") SIGN PNEL SUPPORT EM (TYP, SEE -747M FOR ETILS) ONNETION SEE -747M FOR ETILS SEE TLE "", ON SPLIE ONNETION -747M, SHT.5 OR SEE -747M FOR S REQ'. Y OWNER ETILS VRILE ONNETION, SEE -747M FOR ETILS ( ) SIGN STRUTURE HEIGHT = (30'-0" ) "" LENGTH, SEE -747M FOR REINFOREMENT REQUIREMENTS N FOUNTION ETILS EMEMENT ELEVTION SE ONNETI0N SEE -747M FOR ETILS EMEMENT IFFERENE IN ELEVTIONS (5'-0" ) OTTOM OF ( ) IMETER SEE -747M SIE VIEW SPN SIGN STRUTURE ST. MER LINE PROFILE LINE NOTES TO ESIGNER: PROVIE IMENSIONS N ELEVTIONS SE ON TUL STRUTURE ONFIGURTION S REQUIRE. SMPLE INITES MINIMUM REQUIRE INFORMTION WITH ONNETION /4 /2 3/4 MER IGRM ONNETION ESIGNER MUST PROVIE INFORMTION IN () PRENTHESES ON ELEVTION N SIE VIEW SE ON INFORMTION OTINE FROM ESIGN TLES S INITE. PLE THE FOLLOWING NOTES ON ONTRT RWINGS: MER VLUES REPRESENTS MXIMUM E LO EFLETION ETWEEN ONNETIONS N SPN LENGTH EQULS ISTNE ETWEEN MSTS. GENERL NOTES: ESIGN RITERI SEE PLN SHEET FOR SIGN STRUTURE LOTION. FOR GENERL NOTES, SEE -747M. IMETER WITH - NO. 8 REINFORING RS. SEE -747M FOR ITIONL ESIGN SIGN RE ()= LOTION PLN REINFOREMENT REQUIREMENTS N ETILS. PROVIE SPE OF OR LESS, OR ONE-HLF THE ESIGN SPN = TLLER PNEL HEIGHT OR MORE, ETWEEN JENT SIGN PNELS WHEN PRESENT. TERMINTE WELS /4" SHORT OF STIFFENER S N STIFFENER HMFER. SEL SE PLTE TO FOUNTION GP WITH GLVNIZE STEEL SREEN, /2" Y /2" MESH N 0.063" IMETER WIRES. SREEN IS TO PREVENT ENTRY OF ROENTS WHILE PERMITTING RINGE. SREEN IS TO E REMOVLE N TTHE TO SEPLTE WITH STINLESS STEEL HRWRE. FTIGUE TEGORY = NOTE: ESIGN FOR TUL SIGN RE, TUL SIGN RE INRESE Y 25%, OR TUL SIGN RE INRESE Y 50%. (ESIGNER TO INITE ONTROLLING ONITION) TLE OF ESTIMTE QUNTITIES OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES ESIGNER IS REQUIRE TO PROVIE MER ON ESIGN PLN FOR EH SPEIFI STRUTURE SPN. ITEM NO. ITEM STEEL SIGN STRUTURE STRUTURE MOUNTE SIGNS UNIT LS SF QUNTITY FRME STRUTURE SPNS UP TO 60' LSS 3 EXVTION LSS EMENT ONRETE REINFOREMENT RS Y Y LS FRME STRUTURE SMPLE ONTRT RWING ITEMS SHOWN FOR INFORMTION ONLY, INLUE IN LUMP SUM ITEM NO REOMME PR.29, 6 REOMME PR.29, 6 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY SHEET 3 OF 5-647M

4 SELETION TLE (FRME STRUTURES) MST SIGN STRUTURE SPN (60'-0" ) PNEL USING MXIMUM LENGTH SPN RE OF SEGMENTS (FEET) IMETER THIKNESS (S.F.) (INHES) (INHES) IMETER THIKNESS SEGMENT (INHES) (INHES) RRNGEMENT USING MINIMUM LENGTH OF SEGMENTS IMETER THIKNESS (INHES) (INHES) 60,040 SEGMENT RRNGEMENT ONNETION 4'-0" & SIGN PNEL , (SH. 30) SIGN STRUTURE HEIGHT (30'-0" ) SE ONNETION SIGN PNEL HEIGHT ('-0" ) VERTIL LERNE (7'- ) SPLIE ONNETION ONNETION (WT.XS) E IFFERENE IN ELEVTIONS (5'-0" ) FRME STRUTURE SPN "X" "Y" "X" MER LINE PROFILE LINE ONNETION /4 /2 3/4 ONNETION MER IGRM SEGMENT RRNGEMENT TLE (FRME STRUTURES) RRNGEMENT SEGMENT LENGTH / LENGTH.00 MER SPN X Y (FEET) (INHES) (INHES) 60 5/8 7/8 80 7/8 / /2 2 /8 2 / /2 5 / /8 E SIGN STRUTURE SPN MER VLUES REPRESENTS MXIMUM E LO EFLETION ETWEEN ONNETIONS N SPN LENGTH EQULS ISTNE ETWEEN MSTS. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES FRME STRUTURE SPNS UP TO 60' ESIGN TLES MST N SELETION REOMME PR.29, 6 REOMME PR.29, 6 SHEET 4 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M

5 SELETION TLE (NTILEVER STRUTURES) SIGN STRUTURE SPN (27'-0" ) PNEL MST SPN RE (FEET) IMETER THIKNESS IMETER THIKNESS (S.F.) (INHES) (INHES) (INHES) (INHES) (SH. 30) & SIGN PNEL 4'-0" 250 VERTIL LERNE (7'- ) SIGN PNEL HEIGHT ('-0" ) ONNETION ONNETION SIGN STRUTURE HEIGHT (30'-0" ) SE ONNETION NOTES:. FOR GENERL NOTES, SEE SHEET. NTILEVER STRUTURE FRITOR OPTION TO OR ELIMINTE SPLIES. OMMONWELTH OF PENNSYLVNI UREU OF PROJET ELIVERY MONOPIPE SIGN STRUTURES NTILEVER MONOPIPE STRUTURE ESIGN TLES MST N SELETION REOMME PR.29, 6 REOMME PR.29, 6 SHEET 5 OF 5 HIEF RIGE ENGINEER IRETOR, UR. OF PROJET ELIVERY -647M

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

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

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

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

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

FALEALUPO CANOPY WALK PROPOSED NEW REST FALE & TOILET BLOCK REFURBISHMENT GEF CLIMATE RESILIENCE PROJECT SAMOA

FALEALUPO CANOPY WALK PROPOSED NEW REST FALE & TOILET BLOCK REFURBISHMENT GEF CLIMATE RESILIENCE PROJECT SAMOA FLELUPO NOPY WLK PROPOSE NEW REST FLE & TOILET LOK REFURISHMENT GEF LIMTE RESILIENE PROJET SMO Sheet Number 000 00 00 04 00 40 50 50 Sheet List Sheet Name OVER SHEET TOILET LOK REFURISHMENT FLOOR PLNS

More information

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

STEED CREEK CLUBHOUSE WASHINGTON CO, OREGON

STEED CREEK CLUBHOUSE WASHINGTON CO, OREGON 0 SW rd venue, Suite 00 Portland, Oregon 90 t 0..000 f 0..00 www.myhregroup.com STEE REEK LUHOUSE WSHINGTON O, OREGON MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT

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

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 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.

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

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

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

PORCH. Canopies and Accessories. For more information. STOCKISTS For details of your nearest stockist for any product:

PORCH. Canopies and Accessories. For more information. STOCKISTS For details of your nearest stockist for any product: For more informtion STOCKISTS For etils of your nerest stokist for ny prout: 0 01 TECHNICAL HELPLINE For further help n vie: 0 1 INTERNET www.rihrurige.o.uk EMAIL info@rihrurige.o.uk Whittington Ro Oswestry,

More information

PORCH. Canopies and Accessories DECKING SYSTEMS. For more information. STOCKISTS For details of your nearest stockist for any product:

PORCH. Canopies and Accessories DECKING SYSTEMS. For more information. STOCKISTS For details of your nearest stockist for any product: DECKING SYSTEMS For more informtion STOCKISTS For etils of your nerest stokist for ny prout: 0 01 TECHNICAL HELPLINE For further help n vie: 0 1 INTERNET rihrurige.o.uk EMAIL info@rihrurige.o.uk Whittington

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

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

SCIENCE BUILDING OFFICE RENOVATION C

SCIENCE BUILDING OFFICE RENOVATION C HV Plumbing Fire Protection 0 th Street ugusta, G 090 (706) 77-00 THIS OUMENT IS THE PROPERTY OF ING ONSULTING, IN. THE UNUTHORIZE REPROUTION, OPYING, OR OTHERWISE USE OF THIS OUMENT IS STRITLY PROHIITE

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

A PROJECT FOR: (AIM X) NEW MEXICO STATE UNIVERSITY CARLSBAD CAMPUS CEMRC LAB 150 & 158 RENOVATIONS LOCATION MAP E-001 -

A PROJECT FOR: (AIM X) NEW MEXICO STATE UNIVERSITY CARLSBAD CAMPUS CEMRC LAB 150 & 158 RENOVATIONS LOCATION MAP E-001 - PROJET NO: 0 PROJET FOR: (IM X) NEW MEXIO STTE UNIVERSITY RLS MPUS EMR RLS, NEW MEXIO OVER SHEET PROJET LOTION 1400 UNIVERSITY RIVE RLS, NEW MEXIO INEX OF RWINGS: V-001 - Q-001 - Q-002 - Q-101 - Q-102

More information

DESIGN CRITERIA FASTENERS 20 PSF 100 PSF 40 PSF 100 PSF 85 PSF 25 PSF 120 MPH 93 MPH 45 FT III ENCLOSED ± PER CODE 30 PSF 23.1 PSF

DESIGN CRITERIA FASTENERS 20 PSF 100 PSF 40 PSF 100 PSF 85 PSF 25 PSF 120 MPH 93 MPH 45 FT III ENCLOSED ± PER CODE 30 PSF 23.1 PSF STRUTURL REVITIONS ESIGN RITERI FSTENERS /0/0 ::0 PM IM 0://00 Embry Riddle Prescott/08_Structural_0.rvt # ø & @ LUM R RH SS / ETWN OT M LG PL RG TO NT J L LR MU OL ON ONN ONST ONT ONTR TR TR EFL ET IG

More information

REFER TO LIGHTING PLAN FOR FIXTURE SPECIFICATIONS. REFER TO LIGHTING PLAN FOR POLE SPECIFICATIONS 14' MOUNTING HEIGHT STANDARD CURB PROVIDE HAND HOLE

REFER TO LIGHTING PLAN FOR FIXTURE SPECIFICATIONS. REFER TO LIGHTING PLAN FOR POLE SPECIFICATIONS 14' MOUNTING HEIGHT STANDARD CURB PROVIDE HAND HOLE REV. REFER TO LIGHTING FOR FITURE SPEIFITIONS. ' - 0" VRIES ' - 0" " REVEL " REVEL TOP OURSE INER OURSE TK OT TK OT REVEL.0 % /"/FT /"/FT /"/FT. " REVEL.0 % /"/FT M N O O N M. ' MOUNTING HEIGHT REFER TO

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

3.6 (SH) INTERPOSER 0.28 SCREWHEAD 0.25 FPC STIFFENER TOTAL Default/QTY. 1 SCREW, WAFERHEAD, M1.

3.6 (SH) INTERPOSER 0.28 SCREWHEAD 0.25 FPC STIFFENER TOTAL Default/QTY. 1 SCREW, WAFERHEAD, M1. 5 - PROPRIETRY INFORMTION - NO USE OR REPROUTION MY E ME OF THIS OUMENT WITHOUT EXPRESS WRITTEN PERMISSION OF NEOONIX. ITEM NO. ESRIPTION efault/qty. SREW, WFERHE, M. STIFFENER FLEX INTERPOSER.5 5 LIGNMENT

More information

SCREWHEAD 0.25 INTERPOSER 0.28 FPC STIFFENER TOTAL 1.22

SCREWHEAD 0.25 INTERPOSER 0.28 FPC STIFFENER TOTAL 1.22 7 5 - PROPRIETRY INFORMTION - NO USE OR REPROUTION MY E ME OF THIS OUMENT WITHOUT EXPRESS WRITTEN PERMISSION OF NEOONIX..5.(SH) ITEM NO. ESRIPTION efault/qty SREW,WFERHE,M. STIFFENER FLEX INTERPOSER 5

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

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

FINAL FLORENCE ROAD DESIGN DEVELOPMENT 22 NOVEMBER, 2013

FINAL FLORENCE ROAD DESIGN DEVELOPMENT 22 NOVEMBER, 2013 1"=50 0 50 100 150 17+09.78 TTENUTOR TTENUTOR TTENUTOR INOUN LIGNMENT/SE ENTRY R POT Sta. 45+00 MP KNOX R P0T Sta. 26+51.82= SE ENTRY R POT Sta. 46+34.58 1"=50 50 100 150 200 WOUNE WRRIOR T LION HQ P-1157

More information

CABLE-MONITOR (REF) ROUTE THRU ROOF COVE, DOWN A-POST TO RADIO ROUTE TEMPERATURE SENSOR THROUGH FIREWALL BOOT IN THIS AREA SENSOR-TEMPERATURE (REF)

CABLE-MONITOR (REF) ROUTE THRU ROOF COVE, DOWN A-POST TO RADIO ROUTE TEMPERATURE SENSOR THROUGH FIREWALL BOOT IN THIS AREA SENSOR-TEMPERATURE (REF) LE-MONITOR ROUTE THRU ROOF OVE, OWN -POST TO RIO ROUTE TEMPERTURE SENSOR THROUGH FIREWLL OOT IN THIS RE SENSOR-TEMPERTURE LG SREEN-INFO/GPS SIRIUSXM OES/STNRS-S/MVSS OES/STNRS US OPYRIGHT 0 WINNEGO INUSTRIES,

More information

ASI #2 DATE: 10/26/17 ARCHITECT S PROJECT NUMBER: CONTRACT DATE: CONTRACT FOR: Anchorage Hyatt Place

ASI #2 DATE: 10/26/17 ARCHITECT S PROJECT NUMBER: CONTRACT DATE: CONTRACT FOR: Anchorage Hyatt Place RHITET S SUPPLEMTL INSTRUTIONS SI # PROJET: nchorage Hyatt Place 0 Tudor Road nchorage, K 9950 TO ONTRTOR: on arroll RV 50 South 600 East Salt Lake ity, UT 80 TE: 0/6/ RHITET S PROJET NUMER: 80.506 ONTRT

More information

D SIZE APPLICABLE TO WT AND STANDARD BWT SYSTEM (US/CAN SYSTEM SHOWN) SEE SHEET 2 FOR SIZING TABLE DRAWING, PANAFLOW LZ, CHECKED

D SIZE APPLICABLE TO WT AND STANDARD BWT SYSTEM (US/CAN SYSTEM SHOWN) SEE SHEET 2 FOR SIZING TABLE DRAWING, PANAFLOW LZ, CHECKED 8 7 6 5 4 2 PPLILE TO WT N STNR WT SYS (US/N SYS SHOWN) SEE SHEET 2 FOR SIZING TLE EO ~ ISIONS ESRIPTIONS ORIGINTE FOR ONTROL 2 ~ E MISSING 6", 8", 20" & 24" ~ UPTE FOR XMT000 WN MF /2/4 MF 5/27/5 JM 2/8/6

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

DCM Series DC T-Series Non-Spring Return Rotary Electronic Damper Actuators

DCM Series DC T-Series Non-Spring Return Rotary Electronic Damper Actuators DCM-0 Series DC-0-T-Series Non-Spring Return Rotry Eletroni Dmper Atutors. Atutor. U-olt shft pter. Position initor EA0R e f g. Shft pter loking lip e. Position initor pter f. Mounting rket g. Mounting

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

METAL CONCRETE CONCRETE BATT INSULATION, SOUND ATTENUATION BLANKET MASONRY UNIT RIGID INSULATION WOOD BITUMINOUS PAVING PLYWOOD EARTH

METAL CONCRETE CONCRETE BATT INSULATION, SOUND ATTENUATION BLANKET MASONRY UNIT RIGID INSULATION WOOD BITUMINOUS PAVING PLYWOOD EARTH GENERL NOTES N SPEIFITIONS: MISELLNEOUS BY ESRIPTION ESIGN N LOING BBREVITIONS: SWN LUMBER LMINTE VENEER LUMBER (LVL) SYMBOLS: ONRETE METL STEEL STU PRTITION ONRETE MSONRY UNIT BTT INSULTION, SOUN TTENUTION

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

UTMDA - R8 LEUKEMIA LAB RENOVATION CONSTRUCTION. Copyright 2018 Perkins+Will

UTMDA - R8 LEUKEMIA LAB RENOVATION CONSTRUCTION. Copyright 2018 Perkins+Will UTM - R8 LEUKEMI L RENOVTION ONSTRUTION 04//08 04/6/08 opyright 08 Perkins+Will 4//08 0:7: M :\Temp\RH-UTM-R8_Leukemia_Lab_Reno_kangor.rvt UTM - R8 LEUKEMI L RENOVTION 04/6/08 PW PROJET #858.005 OWNER

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

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

Cairns Field MOBILE, ALABAMA MOBILE DISTRICT S.D.MCDAVID W.KNAPP. US Army Corps of. Mobile District US ARMY CORPS OF ENGINEERS DESCRIPTION DATE APPR

Cairns Field MOBILE, ALABAMA MOBILE DISTRICT S.D.MCDAVID W.KNAPP. US Army Corps of. Mobile District US ARMY CORPS OF ENGINEERS DESCRIPTION DATE APPR 5 US rmy orps of Mobile istrict airns Field TE: SOLIITTION NO.: ONTRT NO.: ESIGN Y: S..MVI RWN Y: K Y: S..M. J.L.LONG SMT Y: PLOT TE: W.KNPP PLOT SLE: SIZE: FILE NME: " " US RMY ORPS ENGINEERS MRK NO.

More information

B 12 PIN HOUSING TO WIRE ASM-IP,MIRROR (IN DRIVERS DOOR)

B 12 PIN HOUSING TO WIRE ASM-IP,MIRROR (IN DRIVERS DOOR) -PIN HOUSING TO WIRE SM-ROOF N FN EFROSTER -0-HT () G9-0-E () UTT SPLIE TO UX FNS LE-GRN LF-YEL XW-LK PIN HOUSING ONNETS TO WIRE SMLERNE FRONT TO SUNVISOR SHE () UTT SPLIES HHK-LK HHL-LK/GRY SOLR SHE HHM-LK

More information

BONNEVILLE ADULT FISH FACILITY IMPROVEMENTS

BONNEVILLE ADULT FISH FACILITY IMPROVEMENTS ONTRT NO W9N--P-00 ONNEVILLE LOK N M NORTH ONNEVILLE, SKMNI OUNTY, WSHINGTON ONNEVILLE ULT FISH FILITY IMPROVEMENTS ONTRT PKGE onneville am FF Improvements SETION 0 00.00 SUMMRY OF WORK PRT GENERL. SUMMRY

More information

B 6 PIN HOUSING TO LEFT MIRROR

B 6 PIN HOUSING TO LEFT MIRROR TO SUNVISOR SHE UTT SPLIES HHK-RE SOLR SHE HHL-LK NIGHT SHE HHM-RE HHN-LK KE-RN () FN EFROSTER -0-000 () G9-0-E () UTT SPLIE TO UX FNS LE-GRN LF-YEL XW-LK PIN HSG TO WIRE SMLOFT E 9 PIN HSG TO ROOF WIRE

More information

C WIRE ASM-IP,MAIN

C WIRE ASM-IP,MAIN WIRE SM-E LIFT 90-0-000 TO GROUN STU PIN HOUSING TO ROOF PIN HOUSING TO ROOF SPEKER 909-0-000 () G-0-0U () N FN-EFROSTER -0-HT () G9-0-E () UTT SPLIE TO FNS LE-GRN LF-YEL XW-LK PIN HOUSING ONNETS TO WIRE

More information

TABLE OF CONTENTS ENDWALL E1-E4

TABLE OF CONTENTS ENDWALL E1-E4 LG. "" Line Line Line Line ownspout ownspout Width Length Height Height Roof Pitch Roof Pitch rops Line rops Line '- /" 0'- /"8'-7 7/ 7'-" 0.97: LG. "" Line Line Line Line ownspout ownspout Width Length

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

* * 98/9949WDC. 1-Point Latch (LBL) 2-Point Latch includes these additional parts. Customer Service

* * 98/9949WDC. 1-Point Latch (LBL) 2-Point Latch includes these additional parts. Customer Service *24017501* 24017501 Coneled Vertil Devie for Wood Doors 98/9949WDC Instlltion Instrutions 1-Point Lth (LBL) 2-Point Lth inludes these dditionl prts NOTE: If door does not hve utout for ling inside lok

More information

Copyright 2015 Winnebago Industries, Inc.

Copyright 2015 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

PRILEX STEEL DETAILING LLC

PRILEX STEEL DETAILING LLC PRILX STL TILING Project: Mountain Tech enter RFI# Subject: Structural pproval Set & Revised esign Set Seq. # ate: //0 Originator: Gaston Fernandez References Structural approval set "000 Structural Steel

More information

Question Paper Wednesday 13 Thursday 14 January 2010

Question Paper Wednesday 13 Thursday 14 January 2010 KEY SKILLS INFORMATION AND COMMUNICATION TECHNOLOGY Level 3 ArtComp [KSI31] Question Pper Wenesy 13 Thursy 14 Jnury 2010 Do NOT open this Question Pper until you re tol to y the invigiltor THERE ARE THREE

More information

EXTRACTION WELL 15 CONTRACT NO. 4290

EXTRACTION WELL 15 CONTRACT NO. 4290 WSTE MNGEMENT N REYLING EXTRTION WELL 5 REING SITE LOTION ONTRT NO. Path: \\S0\PROJETS\47000\47559 - EXTRTION WELL 5 ESIGN\\-SHEETS\G-GENERL FILENME: 47559-SF-OVER.WG PLOT TE: 4:07 PM USER: LMERT, TIT

More information

CCT AUTO TRANS STRUCTURAL DRAWINGS

CCT AUTO TRANS STRUCTURAL DRAWINGS LEGEN OF REVITIONS T J FF IF LUM LT RH WG E EW.F K LK LL LW M PL RG S SMT SW TM U NT c/c F J K L OL OMP ON ONST. JT ONSTR ONT PT TS /W L FIR GL I IM L O TL WG E EF ELEV EME EQ EW EX. EXP. JT EXT fc FF

More information

730C B /29/2009 ROOF ASM AWNING RAIL BOLT-LAG CHT (4) LOWER AWNING BRACKET (SUPPLIED WITH HARDWARE KIT)

730C B /29/2009 ROOF ASM AWNING RAIL BOLT-LAG CHT (4) LOWER AWNING BRACKET (SUPPLIED WITH HARDWARE KIT) ROOF SM WNING RIL OLT-LG --HT () LOWER WNING RKET (SUPPLIE WITH HRWRE KIT) UPPER WNING RKET (SUPPLIE WITH HRWRE KIT) OLT-LG --HT () RKET WNING 9-0-HT () SEL SETION - SELNT SETION - 0-0 -0 RO LOTION OF

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

M1911-A1 REDUX. re dux (rē-dŭks ) adjective Brought back; returned. Used postpositively.

M1911-A1 REDUX. re dux (rē-dŭks ) adjective Brought back; returned. Used postpositively. M1911-1 REU re dux (rē-dŭks ) adjective rought back; returned. Used postpositively. rawings of the Government Model M1911-1 Semi-utomatic Pistol, Originally esigned by John rowning for olt Firearms ompany,

More information

USB-CHARGER DUAL,DC (SEE DETAIL EA 2 & 6 PIN HOUSING & RIGHT CAMERA CABLE TO RIGHT MIRROR TO RELAYS STUD-FEED THRU A

USB-CHARGER DUAL,DC (SEE DETAIL EA 2 & 6 PIN HOUSING & RIGHT CAMERA CABLE TO RIGHT MIRROR TO RELAYS STUD-FEED THRU A WIRE SM-IP,MIN LEL- PREP OPTION 0-0-000 PIN HOUSING ONNETS TO WIRE SMLERNE FRONT PROVISION YELLOW +V WHITE GROUN OX NTENN (SEE ERSE SIE LSO) -PIN HOUSING TO WIRE SM-ROOF REEIVERSTELLITE RIO 90-0-000 FN

More information

GATEKEEPER DRAWING LIST Rev5.0

GATEKEEPER DRAWING LIST Rev5.0 RWING PKGE GTEKEEPER RWING LIST Rev.0 -ug- rawing Number File Type rawing Type escription Last Rev J--000_RevE SLSM ssembly File Main ssembly Field assembly Rev.0 J-S-000_RevG SLRW rawing File Sub ssembly

More information

APPENDIX C APPENDIX C DRAWINGS

APPENDIX C APPENDIX C DRAWINGS PPENIX PPENIX RWINGS PPENIX THIS PGE HS EEN LEFT LNK 5 US rmy orps of Engineers KNSS ITY ISTRIT FORT LEVENWORTH, KNSS UILING 0 UILING 0 Historical uilding Renovation 0 Mc Pherson ve. Ft. Leavenworth, KS

More information

DFTR-ORIG XXX 427 CABINET ASM-PIPE COVER XXX

DFTR-ORIG XXX 427 CABINET ASM-PIPE COVER XXX RELESE TE WG 00 INET SM-OVH,SHIRT,RH ZONE ISION REOR TE FTR-ORIG -0-XXX -0-XXX INET SM-WIRE OVER -0-XXX INET SM-TH 9-0-XXX INET SM-STORGE F-0-XXX -0-XXX INET SM-PIPE OVER 0-0-XXX TLE SM-INETTE,RN EN 9-0-XXX

More information

Danger of electrical shock, burns or death.

Danger of electrical shock, burns or death. anger of electrical shock, burns or death. lways remove all power sources before a emp ng any repair, service or diagnos c work. Power can be present from shore power, generator, inverter or ba ery. ll

More information

Staff Review Date: September 13, 2017 HDC PID#

Staff Review Date: September 13, 2017 HDC PID# harlotte Historic istrict ommission pplication for a ertificate of ppropriateness Staff Review ate: September, 07 H 07-6 PI# 087 LOL HISTORI ISTRIT: PROPERTY RESS: SUMMRY OF REQUEST: PPLINT: ilworth 60

More information

DO NOT SCALE DRAWING TITLE: AWNING INSTL 100-SERIES

DO NOT SCALE DRAWING TITLE: AWNING INSTL 100-SERIES 0 RKET-SUPPORT,WNING -0-HT () RKET-SUPPORT,WNING -0-HT 0 0 0-0-0U () 9-0-00U () 0 0 VIEW -INSERT 9-0-000 () -0-U () SETION E-E FILM-URETHNE,PROTETNT 090-0-000 (0mm) (ENTER ELOW WNING RNK OUTLET ON VN SIEWLL)

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

SEAL TRIM (838mm) (AROUND OPENING) BUMPER SCREW 000G T

SEAL TRIM (838mm) (AROUND OPENING) BUMPER SCREW 000G T G F H GRPHIS PKGE OOR OMPL - ENTRNE WG# 0-0-XXX P0-0-XXX WG# 0-9-XXX P0-9-XXX V WG# -0-XXX M09-0-XXX P-0-XXX Y Y&V 9 FTORY PINT ISONTINUE EFORE PROUTION OF THIS MOEL H L M I FULL OY PINT PKGE OOR OMPL

More information

Copyright 2015 Winnebago Industries, Inc.

Copyright 2015 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

PANEL ASM-VALANCE AN0 ANGLE SCREW TRIM-FEATURE A SCREW 000G B (9) CAP-TRIM A A

PANEL ASM-VALANCE AN0 ANGLE SCREW TRIM-FEATURE A SCREW 000G B (9) CAP-TRIM A A PNEL SM-VLNE 9-0-N0 STEP SM-ELETRI 090-0-0 PNEL SM-VLNE 9-0-N0 PNEL SM-WHEEL LIP 9-0-0 NGLE-TTHMENT -0-0() NGLE --0() 000G9-0-U() 000G-0-U() RKET-WHEEL LIP -0-0 000G-0-0U 000G9-0-U() PNEL SM-VLNE 9-0-N0

More information

WIRE ASM-IP,MAIN / & 6 PIN HOUSING & RIGHT CAMERA CABLE TO RIGHT MIRROR

WIRE ASM-IP,MAIN / & 6 PIN HOUSING & RIGHT CAMERA CABLE TO RIGHT MIRROR 9 FN EFROSTER -0-HT () G9-0-E () UTT SPLIE TO UX FNS LE-GRN LF-YEL XW-LK WIRE SM-TV NTENN,POWER 0-0-000 -PIN HOUSING TO WIRE SM-ROOF PIN HOUSING ONNETS TO WIRE SMLERNE FRONT PIN HOUSING TO VIEO SWITH 9

More information

BA TO TEMP SENSOR VIEW

BA TO TEMP SENSOR VIEW SWITH-UTTON,SPT 99-0-HT PPLIQUE-TTERY OOST 9--HT ETIL TO RIO NTENNS TO WIRE SMHELMP PNEL ON LEFT SIE OF STEERING OLUMN,, PIN HSG TO WIRE SM,FRONT SH RIO ETIL H ETIL E MOILEYE SEE SHEET REEIVER-ST RIO 90-0-000

More information

DEVELOPMENT VARIANCE PERMIT & DEVELOPMENT PERMIT

DEVELOPMENT VARIANCE PERMIT & DEVELOPMENT PERMIT EVELOPMENT VRINE PERMIT & EVELOPMENT PERMIT PPROVE ISSUNE OF EVELOPMENT VRINE PERMIT & EVELOPMENT PERMIT NO. VP6-007 & P6-007 Issued To: Judston & Karen Wickwire Site ddress: 8 Highway 33 East Legal escription:

More information

Danger of electrical shock, burns or death.

Danger of electrical shock, burns or death. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

The Great-Case Cabinet Company

The Great-Case Cabinet Company Hng Angle Mesurement Proeure To ensure tht your guitr is hoste properly, we nee to know how ig it is. Our lrgest inet will host lmost ny guitr on the mrket, ut more eonomil size my e equte. If you hve

More information

Panel Installation Instructions (Revised 2/26/10) (Page 1 of 7)

Panel Installation Instructions (Revised 2/26/10) (Page 1 of 7) Panel Installation Instructions (Revised /6/0) (Page of 7) Remove Hanger Frame Topcap by depressing tabs inside top slot of hanger frame and lifting up. Hold panel flush and in a STRIGHT LINE (80 degrees

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

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

BACK DOOR GLASS REPLACEMENT HINT:

BACK DOOR GLASS REPLACEMENT HINT: WINSHIEL/WINOWGLSS/MIRROR REPLEMENT 7025 The instlltion proeures re the removl proeures in reverse orer. However, only instlltion proeures requiring itionl inormtion re inlue. 700VX01 Pino Wire lip 1.

More information

1 OF / Sep-2016

1 OF / Sep-2016 GROUN STU PIN HOUSING ROOF PIN HOUSING ROOF WIRING LOFT E WIRE SM-IP,MIN N FN-EFROSTER -0-HT () G9-0-E () UTT SPLIE FNS LE-GRN LF-YEL XW-LK PIN HOUSING ONNETS WIRE SM- LERNE FRONT PIN HSG SIEWLL PIN HSG

More information

SEAT 1A6 CHASSIS SUPPLIED SEAT-CAB,FORD, DRIVER XXX COVER-BACK XXX

SEAT 1A6 CHASSIS SUPPLIED SEAT-CAB,FORD, DRIVER XXX COVER-BACK XXX RELESE TE WG 0 ZONE ISION REOR TE FTR-ORIG MK USH-W/NGLE.X0X --XXX(S,S,G,S,S9,H) --XXX(,,I) OVER-USH,OVH.X0" W/STP --XXX(S,S,G,S,S9,H) --XXX(,,I) TRK-WLL, 0" -0-HT () TRK-EN P -0-HT () URTIN-X,RT TPE T&.

More information

RF-N SHOWN RF-N RF-N12-B

RF-N SHOWN RF-N RF-N12-B 8 7 6 5 4 1 FE NGLES 1 O O O 1 4 F-N14-4-7 SHOWN EVISIONS EV. ZONE ESIPTION Y TE INITIL ELESE E SHEET JW J 1/1/00 0/1/01 OETE ITEM LLOONS & E NOTES LP 07//01 UPTE ITEMS 6-1, UPTE WG & FILE M 11/9/01 E

More information

COVER-ELECTRICAL CHT LABEL-SLIDEOUT WIRE ASM-AUX HOLDING TANK PIN HOUSING TO WIRE ASM-AUX HOLDING TANK LSS-1

COVER-ELECTRICAL CHT LABEL-SLIDEOUT WIRE ASM-AUX HOLDING TANK PIN HOUSING TO WIRE ASM-AUX HOLDING TANK LSS-1 ONTROL-SLIEOUT,IN-WLL FRONT LEFT 900-0-000 G9-0-U () -PIN HSG FROM WIRE SM-HSSIS IRUITS Y,Z,R,U -PIN HSG FROM WIRE SM-HSSIS IRUIT J -PIN HSG FROM WIRE SM-HSSIS IRUITS LLL,LLK OVER-ELETRIL 99-0-HT LEL-SLIEOUT

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

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

M O T I O N A S S Y 7

M O T I O N A S S Y 7 THE INFORMTION ONTINE IN THIS RWING IS THE SOLE PROPERTY OF GLOL VR, IN. N NY REPROUTION IN PRT OR WHOLE WITHOUT THE WRITTEN PERMISSION OF GLOL VR, IN. IS PROHIITE. M O T I O N S S Y 0 0 POSITION FL LIGHT

More information

VARNA TINY TIMBERS DRYDEN ROAD - N.Y.S. ROUTE 366 PRELIMINARY NOT FOR CONSTRUCTION NICK BELLASARIO & BUZZ DOLPH L100 JR. R/W TOWN OF DRYDEN, NY

VARNA TINY TIMBERS DRYDEN ROAD - N.Y.S. ROUTE 366 PRELIMINARY NOT FOR CONSTRUCTION NICK BELLASARIO & BUZZ DOLPH L100 JR. R/W TOWN OF DRYDEN, NY THO RESURVEYE 1 / JR. (.59') OUN 7 (11.00') 7 PIPE FOUN 75 79 78 SILT FENE 78 77 79 77 80 76 86 85 81 N 6 18'05" 7.' (01.75' P TO P) 8 8 8 98 98 T OLT ELEV. 87 99 R ITH OF Y 116 & PHILLIPS GRVEL RIVE 89

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

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

Danger of electrical shock, burns or death.

Danger of electrical shock, burns or death. anger of electrical shock, burns or death. lways remove all power sources before a emp ng any repair, service or diagnos c work. Power can be present from shore power, generator, inverter or ba ery. ll

More information

1 OF / Aug-2018

1 OF / Aug-2018 -PIN HSG SM-HSSIS IRUITS Y,Z,R,U -PIN HSG SM-HSSIS IRUIT J -PIN HSG SM-HSSIS IRUITS W,X,M,N -PIN HSG FROM FRONT LEFT ROOM RER MOTOR ETIL -PIN HSG FROM FRONT LEFT ROOM FRONT MOTOR -PIN HSG SM-HSSIS IRUITS

More information

2 PIN HSG TO WIRE ASM-ROOF DA BA PANEL ASM-CLOSEOUT,ELECT / CHT SCREW G U (6) DOOR ASM CHT SCREW G U (6)

2 PIN HSG TO WIRE ASM-ROOF DA BA PANEL ASM-CLOSEOUT,ELECT / CHT SCREW G U (6) DOOR ASM CHT SCREW G U (6) P SPEKER -0-HT () G-0-0U () SPEKER 9-0-000 () G-0-0U () P MPLIFIER-PREMIUM UIO 000090 / -0-000 WIRE SM-MP 9-0-000 9-0-000 FSTENER-UL LOK -0-000 (0 MM)() -0-000 (0 MM)() PIN HSG TO WIRE SM-ROOF PIN HSG

More information

A Women's Restroom North Scale: 3/8" = 1'-0" 113 Women's Restroom South Scale: 3/8" = 1'-0" Keyed Notes Scale: NTS. 108 Men's Restroom North

A Women's Restroom North Scale: 3/8 = 1'-0 113 Women's Restroom South Scale: 3/8 = 1'-0 Keyed Notes Scale: NTS. 108 Men's Restroom North '-0" '-" '-0" 6 '-6" " '-" '-6" '-6" 6'-0 " 6" 7 7 '-6" " '-" '-6" 6 '-0" '-" '-" '-0" 6 7 9 0 6 7 Toilet & Urinal Partitions, Re: Specs. oor and Frame as scheduled. Grab ar, Re: ccessory Schedule. Framed

More information

TOM WILEY HALL RENOVATIONS

TOM WILEY HALL RENOVATIONS LUQUERQUE, NEW MEXIO, US TOM WILEY HLL RENOVTIONS 00 Gold venue, SW Studio 00 Simms Tower lbuquerque, New Mexico 870 US tel. 0 OWNER /E ESIGN TEM VIINITY MP (Q ZONE TLS PGE F--Z) N JNURY 0 /E ESIGN TEM

More information

P34Y A SECTION JB-JB DO NOT SCALE DRAWING TITLE: ACCESSORY INSTL /26/2009 ROD-AWNING CLIP (2) RIVET A (2)

P34Y A SECTION JB-JB DO NOT SCALE DRAWING TITLE: ACCESSORY INSTL /26/2009 ROD-AWNING CLIP (2) RIVET A (2) WG J RO-WNING LIP 09-0-000 () -0-0 () LIP-GRIPPER 099-0-000 () -0-0 () LEVERGE R-NUT OVER WRENH PY 00 0 90 00 0 WRENH-NUT OVER SETION J-J J 0 LER SM-LOWER ZEE-FORME, W/HOLES -0-0 SREW 000G-0- () LIP 099-0-000

More information

1 OF / Jan-2018

1 OF / Jan-2018 RP- (LU) EXTERIOR GROUN WIRE FROM LO ENTER TO HSSIS GROUN OLT 0 G WIRE FROM POWER OR X OX TO LO ENTER LMP 09-0-000 SREW G9-0-U POWER OR OX SM 0000 / 9-0-000 OVER-INVERTER 00009 / -0-HT GENERTOR LE SM TO

More information

for lease McGinnis Green

for lease McGinnis Green McGinnis Green Jerome rive & Route 13 (N. upont Highway) heswold, E 19901 OVERVIEW Join elaware s newest Wal-Mart Supercenter in heswold elaware. McGinnis Green will consist of 22,000 square feet of new

More information

WIRING INSTL-BODY,110V ITEM/PART NO: 1 OF / REF:

WIRING INSTL-BODY,110V ITEM/PART NO: 1 OF / REF: FROM GENERTOR PNEL-STL,ESS,ELE 00000 / 9-0-HT G9-0-U () G-0-U () MIN PNEL-STL,LOSEOUT,ELET 00000 / 90-0-HT G9-0-U () PNEL-STL,LOSEOUT 0000 / 9-0-HT G9-0-U () TS G9-0-U () LMP 09-0-000 () G-0-U () ROUTE

More information

INSTALLATION GUIDE P57T15 PARTITION CURRENT TAHOE. pro-gard.com STRONG RELIABLE SECURE

INSTALLATION GUIDE P57T15 PARTITION CURRENT TAHOE. pro-gard.com STRONG RELIABLE SECURE INSTLLTION GUIE PT PRTITION 0 - URRENT THOE STRONG RELILE SEURE pro-gard.com 00.0.0 THESE OMPONENTS RE REQUIRE TO INSTLL THE PRTITION Hardware Kit Wing Kit PXXT PK WKT I. The following tools will be required

More information

Staff Review Date: August 9, 2017 HDC PID#

Staff Review Date: August 9, 2017 HDC PID# harlotte Historic istrict ommission pplication for a ertificate of ppropriateness Staff Review ate: ugust 9, 0 H 0-0 PI# 00 LOL HISTORI ISTRIT: PROPERTY RESS: SUMMRY OF REQUEST: PPLINT/OWNER: ilworth 9

More information

TEE-STL BLK 1/2" (SCH 80) TEE-STL BLK 1/2" REGULATOR-TWO STAGE REGULATOR-TWO STAGE

TEE-STL BLK 1/2 (SCH 80) TEE-STL BLK 1/2 REGULATOR-TWO STAGE REGULATOR-TWO STAGE RELESE TE WG 00-0-000 PIPE-STL LK /" (SH 0) ZONE ISION REOR TE FTR-ORIG 00-0-000 TUING-OPPER /" O T- 00-0-000 TEE-STL LK /" (SH 0) 00-0-000 TUING-OPPER /" O T- 00-0-000 TEE-STL LK /" 00-0-000 PIPE-STL

More information

R O M CARGO COVER / HOSE BED COVER HORIZONTAL SHUTTER

R O M CARGO COVER / HOSE BED COVER HORIZONTAL SHUTTER R O M RGO OVER / HOSE E OVER HORIZONTL SHUTTER PRTS MNUL FM-.- Rev 0-0- Safe Fleet Toll: 00-- 00 East rd Street Phone: --000 elton, Missouri 0 orders@romcorp.com Fax: --00 FM-.- / Rev / 0-0- RGO OVER /

More information

1 OF / Jan-2018

1 OF / Jan-2018 0V ONNETORS (REF) LMP 09-0-000 SREW G-0-U LMP 09-0-000 () SREW G-0-U () SWITH-TRNSFER,INVERTER, MP 0000 / 9-0-000 SREW G-0-U () INVERTER-000W, NO TRNSFER 00009 / 9-0-000 SREW G9-0-U () VIEW WIRES TO SLIEOUT

More information

COOK INLET LENDING CENTER

COOK INLET LENDING CENTER OOK INLET LENING ENTER NHORGE, K MEHNIL/ELETRIL ENGINEER RS ENGINEERING, IN 670 WEST FIREWEE LNE, SUITE 200 NHORGE, K EVELOPER OR OWNER OOK INLET HOUSING UTHORITY 350 SPENR RO NHORGE, LSK Ph: 907 274 7443

More information