SAMPLE GENERAL NOTES FOR REPAIR METHODS:
|
|
- Sarah Hill
- 5 years ago
- Views:
Transcription
1 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 REINFOREMENTS. THE ESIGNER SHOUL SELET THE PPROPRITE REPIR METHO SE ON THE TYPE N LEVEL OF MGE IN THE WLL FING. THIS TYPE REQUIRES THE FOLLOWING REPIRS: 1. PNEL REPIR METHO REINFOREMENT REPIR (WHERE MSE REINFOREMENTS RE NOT FUNTIONL). 3. GROUT FILL. TYPE II: LOL MGE LIMITE TO FING PNEL(S) OR/N JOINTS WHIH RESULTS IN SMPLE ONSTRUTION REQUIREMENTS: LL EXPOSE SURFES OF ST-IN-PLE ONRETE SHLL E FINISHE TO MTH THE FINISH OF THE REMINER OF WLL UNLESS OTHERWISE SPEIFIE Y THE ENGINEER. EXPOSE RES OF NEW ONRETE SHLL E PINTE TO MINIMUM OF 1.0 FOOT ELOW FINISHE GRE. MGE N/OR SNLSTE RES OF EXISTING Y: E.L. ROINSON OOT RIGE ESIGN MNUL SHLL E ONSULTE FOR GUINE FOR PPROPRITE PRTIL LOSS OF REINFORE FILL THROUGH THE MGE FING PNELS OR JOINTS ONRETE SURFES SHLL E PINTE T THE SME TIME S NEW ONRETE METHOS FOR ONRETE REPIR N RESTORTION. THIS INFORMTION SHOUL E USE ETWEEN PNELS WITH NO EFFETS ON THE REINFOREMENT OR REINFOREMENT ONNETIONS. SURFES. THE OLOR OF NEW PINT SHLL E THE OLOR OF EXISTING PINT. S GUIE IN EVELOPING PPROPRITE PLN NOTES. THIS TYPE REQUIRES THE FOLLOWING REPIRS: LL ONRETE SELING SHLL E IN ORNE WITH MS ITEM 512. IF REONSTRUTION IS ETERMINE TO E MORE FESILE IN OST N/OR TIME THN REPIR, N IF REONSTRUTION IS SELETE, ONSTRUTION SHLL E PREEE Y 1. PNEL REPIR METHO 1 OR REPIR METHO 2. LL EXPOSE ORNERS OF ST-IN-PLE ONRETE SHLL E HMFERE ƒinh. ESIGN LULTIONS N E SUJET TO PPROVL Y THE EPRTMENT. THE MSE REINFOREMENT SHLL E OF THE SME TYPE S THE SOIL REINFOREMENT USE IN THE REMINER OF THE WLL (STEEL OR GEOSYNTHETI) TO VOI IFFERENT WLL EFORMTION RESPONSES. REPIR METHOS LIST PNEL REPIR METHO MINOR 1: OSMETI FING REPIR Y PRT EPTH REMOVL N INSTLLTION OF FRESH ONRETE WITH OWELS N ONING GENTS. THIS INLUES PINTING OF THE REPIRE RE OF FING N VIINITY. THIS METHO OES NOT REQUIRE ETILS. IT ONLY REQUIRES REMOVL N REPLEMENT LIMITS. PNEL REPIR METHO FING 2: REPIR Y PRT OR FULL EPTH GRUING OR SRUING N INSTLLTION OF EITHER THIKER ZONE OF FRESH IP ONRETE WITH OWELS, ONING GENTS, N NEW ITIONL STEEL REINFORING RER OR PREST PNEL WITH ONNETION TO HELIL NHORS. HELIL NHORS TYPIL LYOUT IS ON SHEET 2. (SEE SHEETS 3 N 4 OF FOR ETILS). THIS METHO INLUES SELING OF THE REPIRE RE OF FING N VIINITY TO MTH SURROUNING PNELS. 2. GROUT FILL. TYPE III: PRTIL LOSS OF REINFORE FILL UE TO PNEL JOINT WIENING OR UNEVEN SETTLEMENT OF PNELS WITHOUT MGE TO THE PNEL UNITS. THIS TYPE REQUIRES THE FOLLOWING REPIRS: 1. PNEL REPIR METHO 1 OR REPIR METHO 2 TO LOSE OUT JOINTS. 2. GROUT FILL. TYPE MGE IV: TO THE EXTERIOR OF PNELS WITH NO LOSS OF REINFORE FILL N NO EFFETS ON THE REINFOREMENT OR REINFOREMENT ONNETIONS. THIS TYPE REQUIRES THE FOLLOWING REPIRS: 1. PNEL REPIR METHO 1 SMPLE GENERL NOTES FOR REPIR METHOS: PROPOSE SEQUENE OF ONSTRUTION SHLL E PRT OF THE PLN NOTES, SMPLE NOTES RE PROVIE ELOW: SMPLE ONSTRUTION SEQUENE FOR REPIR OF MGE WLL FING N NON-FUNTIONL MSE REINFOREMENT: 1. EXVTE SPILLE SELET GRNULR KFILL N ERIS FROM THE OUTSIE OF THE MGE WLL RE TO THE LIMITS OF THE NEW ST-IN-PLE WLL FING. 2. EFINE THE LIMITS OF REMOVL FOR LOOSE ONRETE. REMOVE ONRETE N THE PREST ONRETE PNEL REINFOREMENT TO THE LIMITS SHOWN ON THE PLNS. THE ONRETE SHLL E REMOVE WITH HN TOOLS THT WILL GIVE STISFTORY RESULTS IN PREPRING N SHPING THE RES TO PROVIE LEN OUNRY FOR FORMING N PLING LOW STRENGTH MORTR (LSM). EXPOSE REINFORING RS MY E SEVERE S REQUIRE TO PROVIE SFE WORK RE N FILITTE PLING FORMING MTERILS IN THE RE OF THE EXVTION. 3. SNLST EXISTING ONRETE SURFES EHIN THE NEW ST-IN-PLE FING IF ONNETION TO MSE REINFOREMENT IS NOT FUNTIONL N THE MSE ONSTRUTION SPEIFITIONS: TO PROUE SURFE ONITIONS SUITLE FOR ONING WITH NEW ONRETE. REINFOREMENT IS FUNTIONL, HELIL NHORS N E USE TO FSTEN THE REPLEMENT PNEL. SIMILR ETILS FOR PROTETION OF MSE FILL USING TEMPORRY OOT RIGE ESIGN MNUL N OOT ONSTRUTION N MTERIL 4. OVER THE OPENING IN THE EXISTING WLL WITH EHIN FORMWORK N E USE WITH THE HELIL NHORS N IP OR PREST FING PNEL. SPEIFITIONS (MS). THE MSE WLL PREST ONRETE PNELS N SEL THE JOINTS ETWEEN THE PNELS SUGGESTE ETILS OF NHORS FOR 5' x 5' OR 5' x 10' PNELS RE ON SHEET 2. THE LENGTH N TYPE OF HELIL NHOR RE TO E ETERMINE IN ETIL PLNS. REINFOREMENT INSTLLTION REPIR: OF RILLE N GROUTE SOIL NILS WITH ORROSION PROTETION. GROUT KFILLING FILL: OF VOIS PROUE Y LOSS OF REINFORE FILL USING MS LOW-STRENGTH MORTR KFILL (LSM), TYPE 2. USES OF MSE WLL MGE N ETERIORTION THE MIN USE(S) FOR MGE OF THE MSE WLL SHLL E IENTIFIE PRIOR TO SELETING THE REPIR METHO. MGE TYPES N REPIR METHOS FOUR TYPES OF MGE RE RESSE: TYPE I: EXTENSIVE TO MOERTE MGE TO FING PNEL(S) N/OR JOINTS N REINFOREMENT OR REINFOREMENT ONNETIONS WITH PRTIL LOSS OF REINFORE FILL THROUGH THE MGE PNELS OR JOINTS. THE MGE REINFOREMENT N E MISLIGNE OR ENT, SEVERELY ORROE, OR ETERIORTE. MGE MY INLUE SIGNIFINT LTERL OR UNEVEN VERTIL MOVEMENTS. THIS TYPE OF MGE N E USE Y IMPT FROM VEHILES, OULERS OR STONES, WTER, FOUNTION ISSUES, EXESSIVE SETTLEMENT OR LTERL EFORMTION, OVERSTRESSING OF THE FING UE TO WLL HEIGHT N/OR EENTRI LOS ON THE FING, LK OF PS ETWEEN THE PNELS, OR MGE USE Y GGRESSIVE HEMILS THT MIGHT E HRMFUL TO MTERILS: ST-IN-PLE ONRETE SHLL E LSS Q1, f'c=4,000 2 YS. SHOTRETE SHLL E IN ORNE WITH THE OOT MS ITEM 520 (PNEUMTILLY PLE MORTR), f'c=4,200 2 YS. MS ITEM LOW-STRENGTH MORTR (LSM), TYPE 2. REINFORING STEEL SHLL E IN ORNE WITH MS 509, MIN. YIEL STRENGTH 60 KSI. ENS N HOOKS IN REINFORING STEEL SHLL MEET THE REQUIREMENTS OF THE MOST URRENT EITION OF THE SHTO LRF RIGE ESIGN SPEIFITIONS, RTILE , UNLESS NOTE OTHERWISE. LL REINFORING STEEL SHLL HVE MINIMUM 2 INH ONRETE OVER UNLESS NOTE OTHERWISE. HELIL NHORS SHLL E GRE 60 STEEL GLVNIZE PER OOT MS N MUST E T LEST 4.0 FEET LONG WITH 6 INH LE IMETER MOUNTE ON INH IMETER SHFT/RO, SEE ETILS ON SHEET 2 OF. THE NOMINL GEOTEHNIL RESISTNE (HOLING POWER) OF THE NHOR IS 4 KIPS. THE NTIIPTE TORQUE TO HIEVE THE 4 KIPS IS 400 FT-L. KFILL MTERILS PLE OUTSIE THE LIMITS OF THE NEW N EXISTING WLLS TO THE LIMITS NEEE TO PREVENT ITEM 613 TYPE 2 LOW STRENGTH MORTR (LSM) KFILL FROM ESPING FROM EHIN THE EXISTING WLL URING PLEMENT. THE FORMING MTERILS SHLL E SEURELY RE TO EXISTING GROUN TO WITHSTN THE HYROSTTI PRESSURE OF THE LSM. 5. RE EXISTING PREST ONRETE PNELS IN THE MGE RE N VIINITY TO PREVENT OUTWR MOVEMENT OR ROTTION URING PLEMENT OF THE LSM. 6. ORE-RILL HOLES THROUGH THE ONRETE OF THE EXISTING WLL OR THE FORMWORK TO PERMIT PUMPING N VENTING OF THE LSM. ENTRY N VENT HOLES SHLL E IN THE LOTIONS SHOWN ON SHEET 6 OF. 7. PUMP LSM INTO THE VOI SPE EHIN THE EXISTING WLL UNTIL IT EXITS THROUGH THE VENT HOLES.. FORMING MTERILS N RING MY E REMOVE 3 YS FTER PLING LSM. NO WOO SHLL REMIN IN OR ROUN THE MGE RE. 9. PLE REINFORING N ONSTRUT SHOTRETE SU-FI. 10. INSTLL PROOF TEST SOIL NIL N PERFORM PROOF TESTING S SPEIFIE N SHOWN ON SHEET OF. THE SHOTRETE SU-FI SHLL TTIN MINIMUM OMPRESSIVE STRENGTH OF 3,000 PSI EFORE PERFORMING PROOF TESTING. 11. FOLLOWING THE ENGINEER'S PPROVL OF THE PROOF TEST RESULTS, ONSTRUT THE REMINING SOIL NILS IN THE LOTIONS SHOWN ON THE PLNS N PER THE ETILS SHOWN ON THE PLNS. RWN ONRETE OR THE REINFOREMENT. THIS N E VISILE SINGLE KIN OF MGE OR SHLL MEET THE REQUIREMENTS OF ROWY EMNKMENT PER MS ITEM 203. MULTIPLE KINS OF MGE TO JENT PNELS OR GROUP OF PNELS. KFILL PLE EHIN THE K OF THE WLL FE SHLL MEET THE REQUIREMENTS 12. ONSTRUT NEW UNREINFORE ONRETE FOOTING N PERMNENT OF OOT SUPPLEMENTL SPEIFITION 40. ST-IN-PLE ONRETE FING PER ETILS SHOWN ON THE PLNS. 13. PINT NEW N EXISTING ONRETE SURFES, KFILL, N RESTORE THE GRE IN FRONT OF THE WLL TO MTH THE JENT RE. 1
2 SMPLE ONSTRUTION SEQUENE FOR REPIR OF MGE WLL FING WITH FUNTIONL MSE REINFOREMENT: 1. EXVTE SPILLE SELET GRNULR KFILL N ERIS FROM THE OUTSIE OF THE MGE WLL RE TO THE LIMITS OF THE NEW ST-IN-PLE WLL FING. 2. EFINE THE LIMITS OF REMOVL FOR LOOSE ONRETE. REMOVE ONRETE N THE ETIL OF REPIR FOR EXTENSIVE TO MOERTE MGE (TYPE I) ESIGNTE PNELS TO E REONSTRUTE MGE ZONE Y: E.L. ROINSON PREST ONRETE PNEL REINFOREMENT TO THE LIMITS SHOWN ON THE PLNS. THE ONRETE SHLL E REMOVE WITH HN TOOLS THT WILL GIVE STISFTORY RESULTS IN PREPRING N SHPING THE RES TO PROVIE LEN OUNRY FOR FORMING N PLING LOW STRENGTH MORTR (LSM). EXPOSE REINFORING RS MY E SEVERE S REQUIRE TO PROVIE SFE WORK RE N FILITTE PLING FORMING MTERILS IN THE RE OF THE EXVTION. REPLE REINFOREMENT ONNETORS IF MGE URING THE ONRETE REMOVL OPERTION. THE REINFOREMENT ONNETORS SHOUL E QUIRE FROM THE ORIGINL WLL SYSTEM SUPPLIER THT MEET THE REQUIREMENT OF THE SUPPLEMENTL SPEIFITION SS 40. EXERISE RE URING THE ONRETE REMOVL OPERTION SO THT THE SOIL REINFORMENTS RE NOT MGE. 3. SNLST EXISTING ONRETE SURFES EHIN THE NEW ST-IN-PLE FING TO PROUE SURFE ONITIONS SUITLE FOR ONING WITH NEW ONRETE. 4. OVER THE OPENING IN THE EXISTING WLL WITH EHIN THE MSE WLL PREST ONRETE PNELS N SEL THE JOINTS ETWEEN THE PNELS TO THE LIMITS NEEE TO PREVENT ITEM 613 TYPE 2 LOW STRENGTH MORTR (LSM) KFILL FROM ESPING FROM EHIN THE EXISTING WLL URING PLEMENT. THE FORMING MTERILS SHLL E SEURELY RE TO EXISTING GROUN TO WITHSTN THE HYROSTTI PRESSURE OF THE LSM. 5. RE EXISTING PREST ONRETE PNELS IN THE MGE RE N VIINITY TO PREVENT OUTWR MOVEMENT OR ROTTION URING PLEMENT OF THE LSM. 6. ORE-RILL HOLES THROUGH THE ONRETE OF THE EXISTING WLL OR THE 10. PLE EXPNE POLYSTYRENE ETWEEN THE EXISTING MSE WLL PNELS N THE PNEL UNER REPIR, N INSTLL WITH THE PPROPRITE RHITEHTURL FINISH THT MTHES THE ORIGINL FINISH PROVIE ON THE EXISTING MSE WLL PNELS. 11. PLE PREFORME EXPNSION JOINT FILLER (PEJF) S SHOWN ON THE PLNS WHEN REQUIRE FOR TOP PNELS. 12. ST THE ONRETE TO FORM THE PNEL N REMOVE THE FTER 4 HOURS. " IMETER NHOR #4 R 12" LONG FORMWORK TO PERMIT PUMPING N VENTING OF THE LSM. ENTRY N VENT HOLES SHLL E IN THE LOTIONS S SHOWN ON THE PLNS. 13. REMOVE EXPNE POLYSTYRENE THT WS PLE ETWEEN THE EXISTING MSE WLL PNELS N THE PNEL UNER REPIR. ETIL 7. PUMP LSM INTO THE VOI SPE EHIN THE EXISTING WLL UNTIL IT EXITS THROUGH THE VENT HOLES.. FORMING MTERILS N RING MY E REMOVE 3 YS FTER PLING LSM. NO WOO SHLL REMIN IN OR ROUN THE MGE RE. 9. INSTLL ONRETE PNEL STEEL REINFOREMENT IN THE OWEL HOLES S SHOWN ON THE PLNS. INSTLL LL ITIONL STEEL REINFOREMENT S SHOWN ON THE PLNS. HELIL NHOR 14. FILL JOINTS WITH FOM KER RO OR EXPNING FOM. FOLLOW THE MNUFTURER'S REOMMENTIONS FOR PPLITION. IF USING EXPNING FOM, USE FOM THT N E PPLIE IN OL WETHER. 15. SEL THE JOINTS Y PPLYING SILIONE SELNT TO THE FOM IN THE JOINTS. FOLLOW THE MNUFTURER'S REOMMENTIONS FOR PPLITION. USE SELNT THT N E PPLIE IN OL WETHER, N THT OMES IN OLOR TO MTH OR OMPLEMENT THE OLOR OF THE MSE WLL FING PNELS. 16. SMOOTH THE SURFE OF THE SELNT. 10'-0" HELIL NHOR NOTE: HELIL NHOR HELIL NHOR ETIL ETIL RWN THE LOTION OF HELIL NHORS SHLL E SPEIFIE IN THE ESIGN, EPENENT ON THE LOTION OF SOIL REINFOREMENT USE IN THE EXISTING MSE WLL. THE HELIL NHOR LOTIONS SHLL E SUH THT THEY O NOT OINIE WITH THE LOTION OF EXISTING SOIL TYPIL 5'x5' PNEL TYPIL 5'x10' PNEL REINFOREMENT. 2
3 OTTOM OF MOMENT SL MOUNTE EFLETOR PRPET (TYP. FOR MSE WLL TOP ROW PNELS) SEE SHEET 5/ NONSHRINK, NONMETLLI GROUT PNEL REPIR METHO 2 PRTIL N FULL REPLEMENT OF 5' x 5' PNEL E Y: E.L. ROINSON TO E REMOVE TO E REMOVE F F OWEL HOLE TO E REMOVE N REPLE REPIR MGE RE SETION - SETION - RE TO E REMOVE E IP MSE PNEL SETION F-F 5 " MIN. SETION E-E LL REINFOREMENT SHLL E EPOXY OTE HELIL NHOR ONRETE N RER HELIL NHOR LIMITS OF SOUN ONRETE (ETERMINE IN FIEL) ONRETE REMOVL LIMIT (MIN. OF 2 INH EYON LIMITS OF SOUN ONRETE) HELIL NHOR SETION - ONRETE N RER H G G IP MSE PNEL H ƒ" EXPNE POLYSTYRENE ƒ" EXPNE POLYSTYRENE SETION G-G RWN PLE 3/4" EXPNE POLYSTYRENE EFORE PLING THE ONRETE FOR THE PNEL. SETION - PNEL JOINT PLE 3/4" EXPNE POLYSTYRENE EFORE PLING THE ONRETE FOR THE PNEL. SETION H-H PRTIL REPLEMENT OF TYPIL MSE PNEL REPIR METHO-2 FULL REPLMENT OF TYPIL MSE PNEL REPIR METHO-2 SLE : 1"=1' SLE : 1"=1' 3
4 OTTOM OF MOMENT SL MOUNTE EFLETOR PRPET (TYP. FOR MSE WLL TOP ROW PNELS) SEE SHEET 5/ TO E REMOVE NONSHRINK, NONMETLLI GROUT 10'-0" PNEL REPIR METHO 2 PRTIL N FULL REPLEMENT OF 5' x 10' PNEL E Y: E.L. ROINSON F F OWEL HOLE TO E REMOVE N REPLE SETION - TO E REMOVE SETION - RE TO E REMOVE E IP MSE PNEL SETION F-F 5 " MIN. SETION E-E LL MSE PNEL REINFOREMENT SHLL E EPOXY OTE HELIL NHOR ONRETE N RER PLE 3/4" EXPNE POLYSTYRENE EFORE PLING THE ONRETE FOR THE PNEL. HELIL NHOR LIMITS OF SOUN ONRETE (ETERMINE IN FIEL) ONRETE REMOVL LIMIT (MIN. OF 2 INH EYON LIMITS OF SOUN ONRETE) PNEL JOINT H HELIL NHOR ƒ" EXPNE POLYSTYRENE SETION - G G ONRETE N RER PLE 3/4" EXPNE POLYSTYRENE EFORE PLING THE ONRETE FOR THE PNEL. H ƒ" EXPNE POLYSTYRENE SETION G-G RWN SETION - SETION H-H PRTIL REPLEMENT OF TYPIL MSE PNEL REPIR METHO-2 FULL REPLMENT OF TYPIL MSE PNEL REPIR METHO-2 SLE : 1"=1' SLE : 1"=1' 4
5 MISELLNEOUS ETILS MISELLNEOUS REPIR ETILS RE SHOWN TO PROVIE GUINE FOR SPEIFI ETILS THT MY E PRT OF OVERLL REPIRS REQUIRE. THESE ETILS WILL REQUIRE MOIFITION TO OMMO PROJET SPEIFI REQUIREMENTS. 1-3" 7" " 2" OTTOM OF MOMENT SL MOUNTE EFLETOR PRPET 1-2 " 1" Y: E.L. ROINSON 3" 9" 1-0" #6 / TOP OF PVEMENT TOE OF UR ONSTRUTION JOINT 3" 10" " P.E.J.F. SEE ETIL 4" 1-1" 2-5" 2-0" 3 - VRIES ETWEEN 3" MIN. TO 12" MX. OTTOM OF MOMENT SL MOUNTE EFLETOR PRPET ONRETE N RER REINFOREMENT ONNETOR 1-2 " 4-11 " 7 - EFLETOR PRPET ON MSE WLL ETIL PRPET FRONT FE OF PREST MSE WLL TOP PNELS 4" 10" 2 " 2" 5" " 11" 5" 1-10" REINFOREMENT ONNETOR ONRETE N RER 2" EXISTING STRIP 1/2" PLYWOO TO E LEFT IN-PLE S ON-REKER LIP SLIP JOINT 6 MIL POLYETHYLENE SHEETING EXISTING MSE WLL PNEL RWN INSTLL " P.E.J.F. TO THE REMOVL LIMITS S SHOWN ON SHEET x OF 10 PNEL UNER REPIR EXISTING SLIP JOINT ETIL SLIP JOINT SLE : 1"=2 5
6 SMPLE REINFOREMENT REPIR PLN SHEET 1 - INSTLLTION OF SOIL NILS LOW STRENGTH MORTR (LSM) NOTES: 1. ONSTRUT FORMWORK WITHIN EXISTING WLL OPENING N INSTLL WLL RING Y: E.L. ROINSON PRIOR TO PLING THE MS ITEM LOW-STRENGTH MORTR (LSM), TYPE 2. THE ESIGN OF FORMWORK N RING SHLL E THE RESPONSIILITY OF THE ONTRTOR. 2. RILL HOLES NUMER 1, 2 N 3 THROUGH THE EXITING PREST PNELS. HOLE 2 PPROXIMTE LIMITS OF EXISTING WLL OPENING N NEW SHOTRETE SU-FSI FINISHE GRE = LSM FILL HOLE = LSM VENT HOLE = PROOF TEST NIL * 13* SOIL NIL SEE TYPIL SOIL NIL LOTION ETIL * IN LOTIONS WHERE RIGE UTMENTS RE PRESENT NILS SHLL E SKEWE UP TO 5 EGREES HORIZONTLLY WILL E THE GROUT FEE HOLE N HOLES 1 N 3 WILL E THE VENT HOLES. IF NEESSRY, RETE PSSGE THROUGH THE REINFORE FILL INTO THE EXISTING VOIE RE USING RILL, REINFORING R OR OTHER MENS TO ENSURE LER PSSGE OF THE LSM INTO N OUT OF THE VOIE RE. THE PSSGE THOUGH THE KFILL SHLL HVE MINIMUM IMETER OF 3 INHES. JUST RILLE HOLES TO VOI ONFLIT WITH REINFOREMENT ONNETORS. 3. ONLY HOLES 1, 2 N 3 SHOUL E RILLE PRIOR TO PLING THE LSM. ITIONL HOLES (HOLES N 7) MY E RILLE TO PROVIE ITIONL VENTING N MONITORING OF GROUT FILLING. 4. PUMP THE LSM INTO THE SPE EHIN THE EXISTING WLL THROUGH HOLE NO. 2 UNTIL SLURRY EXITS T THE VENT HOLES. 5. THE FORMING MTERILS N WLL RING SHLL REMIN IN PLE FOR MINIMUM 3 YS FTER PLING THE LSM. 2'-3" 1'-4 " 1'-5ƒ"1'-5ƒ" \ PNEL 3" IM. RILLE HOLE OTTOM OF PNEL TYPIL SOIL NIL LOTION IN PREST PNEL WY FROM THE UTMENT TO VOI ONFLITS WITH UTMENT FOUNTION. NOTE: THE LOTIONS OF THE SOIL NILS MY E JUSTE S NEESSRY TO EXISTING WLL ELEVTION FILITTE RILLING. LSM LIMIT OF LSM 5 RILLE NIL LENGTH(L) = 20'-0" MIN. MIN. 2"LR. EXISTING PREST PNEL 9" EH WY 1" MIN. GROUT P ERING PLTE SEE ETILS THIS SHEET SHOTRETE SU-FSI EXISTING PREST PNEL 5 ERING PLTE SEE ETILS THIS SHEET FE OF RUSTITION GROUT P 1" THIKNESS MESURE T FE OF RUSTITION " 1 " 5" 1 " } ƒ" x " x " HOLE * 1 " ON THE WORKING RWINGS. " 5" 4" 1 " 4" " x 4" HEE WELE STU (TOTL 4) * THE HOLE SIZE SHLL E ETERMINE Y THE ONTRTOR SE ON THE ETILS OF THE SELETE SOIL NIL SYSTEM N SHLL E SHOWN RWN SETION - TYPIL SETION THROUGH EXISTING PREST PNEL (IF EXISTING ONRETE PNEL RE IN GOO ONITION THE SOIL NILS N E INSTLLE PER ETIL) ERING PLTE ETILS 6
7 EXISTING MSE WLL SMPLE REINFOREMENT REPIR PLN SHEET 2 - NEW ONRETE FSI WLL EXISTING MSE WLL EXISTING OTUSE ORNER ELEMENT Y: E.L. ROINSON #4 OWEL IN EXISTING PNEL EXISTING MSE WLL " ITUMINOUS JOINT FILLER #4 x x 11" OWEL IN EXISTING PNEL, SEE ELEVTION THIS SHEET FOR LOTIONS LINE OF EXISTING OPING OVE HEIGHT VRIES (FIEL VERIFY) 1" 2'-11" 1" 1" 2'-11" 1" 2'-0" 2'-0" 2'-0" 1'- LENGTH VRIES (FIEL VERIFY) FINISHE GRE NEW IP FSI WLL 12" EH WY #4 HIRPIN, EH WY VRIES EXISTING MSE WLL 1 " RUSTITION " LINE OF NEW OPING OVE SETION - SETION - " ITUMINOUS JOINT FILLER REVEL " NEW IP FSI WLL NEW IP FSI WLL 1 " RUSTITION ELEVTION EXISTING IP ONRETE OPING EXISTING MSE WLL LIMIT OF LOW STRENGTH MORTR N IP FSI WLL #4 OWEL, SEE NOTES THIS SHEET NEW IP ONRETE OPING SETION - #4 ONT. 2" MIN. 10" LOW STRENGTH MORTR KFILL MTH EXISTING NEW IP FSI WLL " 1 " RUSTITION PROPOSE SOIL NILS HIRPIN NOTE: HIRPIN RS RE TO E ENT IN THE FIEL & USE WHERE WLL THIKNESS (OUTSIE FE OF NHOR PLTE TO SE OF RUSTITION) EXEES 10" 1 " RUSTITION SE OF RUSTITION 1" WIE x 1 " EEP REVEL TO MTH PNEL JOINTS 1 " " EEP x 12" WIE UNREINFORE FOOTING RWN OWEL NOTES: INSTLL #4 OWEL IN ƒ" IMETER x 5" EEP RILLE HOLE WITH N PPROVE EPOXY HESIVE. THE EPOXY NHORGE SHLL EVELOP MINIMUM TENSILE PULLOUT STRENGTH OF 5.5 KIPS. SETION - 7
8 SMPLE GENERL NOTES FOR REINFOREMENT REPIR: 1. LL MTERIL N WORKMNSHIP SHLL E IN ORNE WITH THE REQUIREMENTS OF THESE GENERL NOTES, THE SPEIL PROVISIONS, N OOT SPEIFITIONS. 2. LL SOIL NIL LENGTHS N R SIZES SHLL E IN ORNE WITH THE ETILS. 3. SHOTRETE REINFORING REQUIREMENTS RE SHOWN ON SHEET 6 OF. ONSTRUTION PROEURES: 1. SOIL NIL TOLERNES: PLN LOTION- WITHIN 1.0 INH (NOT UMULTIVE); ORIENTTION WITHIN 2 EGREES. 2. SOIL NILS SHLL E RILLE WITHOUT LOSS OF GROUN N WITHOUT ENNGERING PREVIOUSLY INSTLLE SOIL NILS OR JENT WLL SETIONS. 3. HOLLOW R SOIL NILS SHLL E VNE URING RILLING N GROUTE FROM 3. PROOF TESTING FOR THE SOIL NILS SHLL ONFORM TO FHW-NH , SOIL NIL WLLS REFERENE MNUL (GE 7) S MOIFIE Y THESE NOTES N SPEIL PROVISIONS. THE PROOF TEST SHLL E PERFORME T THE LOTION NOTE ON SHEET 6 OF. 4. THE LIGNMENT LO (L) SHOUL E THE MINIMUM LO REQUIRE TO LIGN THE TESTING PPRTUS N SHOUL NOT EXEE 2.5 PERENT OF THE PROOF TEST LO (PTL). IL GUGES SHOUL E SET TO "ZERO" FTER THE LO HS EEN PPLIE. Y: E.L. ROINSON OTTOM OF THE HOLES TO THE SURFE IN ONE ONTINUOUS OPERTION. HOLLOW 5. EH LO INREMENT SHLL E HEL FOR T LEST 10 MINUTES. THE PROOF TEST 4. SOIL NIL INLINTION REQUIREMENTS RE SHOWN ON SHEET 6 OF. RS SHLL E HEL OFF THE SE OF THE RILL HOLE IMMEITELY PRIOR TO N NIL SHLL E MONITORE FOR REEP T THE 1.00 PTL INREMENT. NIL MOVEMENTS URING GROUTING. ONTINUOUSLY GITTE THE GROUT N ELIVER GROUT TO HOLE URING THE REEP PORTION OF THE TEST SHLL E MESURE N REORE T 1, 2, 5. THE ONTRTOR IS RESPONSILE FOR LOTING LL UTILITIES IN THE VIINITY OF FREE OF LUMPS N UNISPOSE EMENT. ONTROL PRESSURE TO PREVENT SOIL 3, 4, 5, 6, 10, 20, 30, 50, N 60 MINUTES. THE LO URING THE REEP TEST THE SOIL NIL WLL PRIOR TO EGINNING ONSTRUTION. HEVE. INITILLY, GROUT MY E ILUTE UT UPON OMPLETION OF THE HOLE THE SHLL E MINTINE WITHIN 2 PERENT OF THE PTL Y USE OF THE LO ELL. THE GROUT SHLL E THIKENE TO PROVIE GROUT OLUMN WITH UNIFORM STRENGTH NIL SHLL E UNLOE IN INREMENTS OF 25% OF THE PTL WITH MOVEMENTS 6. PROOF TESTING SHLL E ONUTE IN ORNE WITH THE SPEIL PROVISIONS PROVIE. THE ESIGN ON STRENGTH FOR TESTING PURPOSES SHLL E 0.5 KIPS/FT. 7. ETILS ON THIS SHEET PPLY TO LL SOIL NIL WLL RWINGS UNLESS OTHERWISE NOTE. MTERILS: 1. SOIL NIL GROUT SHLL HVE MINIMUM 2-Y OMPRESSIVE STRENGTH OF 3,000 PSI, N MINIMUM 3-Y OMPRESSIVE STRENGTH OF 1,500 PSI. SOIL NIL GROUT MY E NET-EMENT GROUT OR REY-MIX GROUT. TYPE I/II PORTLN EMENT ONFORMING TO STM 150/SHTO M5 SHLL E USE FOR SOIL NIL GROUT. SUMIT MIX ESIGN TO THE ENGINEER FOR REVIEW N PPROVL PRIOR TO ONSTRUTION. 2. SOIL NILS SHLL E HOLLOW R SOIL NILS (YWIG TYPE MI R 25 OR ONTEH IO-TITN TYPE 30/16), MIN. YIEL STRENGTH 60 KSI. N ONSISTENY. ENTRLIZERS SHLL NOT E REQUIRE WHEN USING THIS METHO. 4. PERFORM SOIL NIL PROOF TESTING PER SPEIFITIONS FTER SHOTRETE N LL GROUT HVE TTINE THEIR SPEIFIE STRENGTHS. LEVE GP IN THE SHOTRETE SU-FI N REINFOREMENT MINIMUM OF THREE TIMES THE IMETER OF THE SOIL NIL RILLE HOLE, ENTERE ON THE RILLE HOLE, TO VOI INTERFERENE OF THE WLL FING WITH THE MESURE PULLOUT RESISTNE URING PROOF TESTING. REORS: PREPRE N SUMIT TO THE ENGINEER OMPLETE INSTLLTION REORS FOR EH NIL INSTLLE WITHIN 24 HOURS OF INSTLLTION. THE INSTLLTION REOR SHLL INLUE THE FOLLOWING INFORMTION: NIL HE ELEVTION, HOLE IMETER, UNUSUL RILLING STRTIGRPHY, GROUNWTER, R SIZE, GROUT PRESSURE, N OTHER USEFUL T. PROOF TESTING: REORE T EH UNLO INREMENT. EH UNLO INREMENT SHLL E HEL FOR SUFFIIENT TIME TO LLOW STILIZTION OF THE MOVEMENT REING. 6. O NOT STRESS THE NIL R TO MORE THN 0 PERENT OF ITS MINIMUM GURENTEE ULTIMTE TENSILE STRENGTH FOR GRE 150 STEEL OR MORE THN 90 PERENT OF THE MINIMUM YIEL STRENGTH FOR GRE 60 OR 75 STEEL. PROOF TEST EPTNE RITERI: THE FOLLOWING TEST EPTNE RITERI SHLL E USE. NILS FILING THIS RITERI SHLL NOT E EPTE N REPLEMENT NILS SHLL E PROPOSE N INSTLLE FTER PPROVL Y THE ENGINEER. 1. TOTL MOVEMENT T THE PTL MUST EXEE 0 PERENT OF THE THEORETIL ELSTI MOVEMENT OF THE UNONE LENGTH. 2. REEP MOVEMENT ETWEEN THE 1 N 10 MINUTE REINGS MUST E LESS THN 0.04 INH. 3. SOIL NILS SHLL NOT E EPOXY OTE. 3. REEP MOVEMENT ETWEEN THE 6 N 60 MINUTE REINGS MUST E LESS 1. SUMIT ETILE REORS OF TESTING METHOS S SPEIFIE ELOW PRIOR TO THN 0.0 INH. 4. STRUTURL STEEL FOR ERING PLTES SHLL E IN ORNE WITH STM 36, EGINNING NY TESTS. INLUE RWINGS N ETILS TO LERLY ESRIE Fy=36,000 PSI. METHOS. SUMIT LIRTION REPORTS N T FOR EH TEST JK, PRESSURE 4. PULLOUT FILURE MUST NOT OUR T THE PTL. GUGE, N LO ELL TO E USE. LIRTION REPORTS SHLL NOT E OLER 5. WELE STU SHER ONNETORS SHLL E IN ORNE WITH MS ITEM HIGH STRENGTH THREE OLTS, NUTS N WSHERS SHLL ONFORM TO , STM 325. INSPETION N MONITORING: 1. SERVIES FOR WORK INSPETION, MTERIL TESTING, N SURVEYING N MONITORING OF SOIL NIL INSTLLTION WILL E PROVIE Y THE ONTRTOR. THE RILLING ONTRTOR SHLL OOPERTE WITH THE INSPETION N TESTING GENIES SELETE Y THE ONTRTOR, N SHLL FURNISH EQUIPMENT, TOOLS, N LOR ON SITE S REQUIRE TO FILITTE SUH TSKS. 2. THE RILLING ONTRTOR SHLL TKE PHOTOGRPHS TO OUMENT ONITIONS OF JENT EXISTING STRUTURES, WLLS, STREET PVEMENTS, UTILITIES, ET. PRIOR TO OMMENEMENT OF WORK. ONE SET OF THESE PHOTOS SHLL E SUMITTE TO THE ENGINEER EFORE EGINNING NY WORK. 3. THE ONTRTOR SHLL SURVEY EVERY OTHER NIL IN THE TOP ROW OF NILS TO MONITOR HORIZONTL N VERTIL GROUN MOVEMENTS. THE SURVEY SHLL E ONE ON ILY SIS UNTIL WLL ONSTRUTION IS OMPLETE, N THE ILY RESULTS SHLL E ME VILLE TO THE ENGINEER Y THE FOLLOWING WORK Y. 4. SHOUL EXESSIVE (GRETER THN INH) OR SUEN INRESE IN GROUN SETTLEMENT, LTERL EFORMTION, OR SOIL NIL WLL MOVEMENT E ETETE, THE SOIL NIL WLL ONTRTOR SHLL NOTIFY THE ENGINEER IMMEITELY. THN 60 YS. 2. THE WOO RIING TO SUPPORT THE PROOF TESTING PPRTUS STEEL ERING PLTE SHLL E OFFSET FROM THE SOIL NIL RILLE HOLE MINIMUM ISTNE OF ONE HOLE IMETER ON LL SIES TO VOI INTERFERENE WITH THE MESURE PULLOUT RESISTNE. TO REOUT REFERENE PLTE IL GUGES TTHE TO SUPPORT INEPENENT OF WLL (0.001 INH URY N MINIMUM 6 INH RNGE) ERING PLTES UNONE LENGTH HOLLOW ORE JK HYRULI RM TO HYRULI PUMP N PRESSURE GUGE RILLE NIL LENGTH(L) PROOF TEST NIL SRIFIIL IT PLE OF RILLING THROUGH LSM N OMPTE OOT SELET GRNULR MTERIL RWN LO ELL (MINIMUM 100 KIP PITY) WOO RIING N STEEL ERING PLTE ONE LENGTH (MINIMUM 10 FEET) PROOF TEST SOIL NIL ETIL
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 informationCOMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY
GENERL NOTES. PROVIE 3-INH ONRETE OVER ON REINFOREMENT RS, EXEPT S NOTE. USE LSS EMENT ONRETE f'c = 3000 PSI IN PEESTLS, FOOTINGS N S. PROVIE GRE 60 REINFORING STEEL RS THT MEET THE REQUIREMENTS OF STM
More informationMOE 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 informationASY 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 informationX 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 informationLAYOUT 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 informationLORING 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 informationBACK 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 informationLORING 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 informationREMOTE 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 informationMETAL 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 informationGENERAL 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 informationA 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 informationAluminium 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 informationSTEED 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 informationMODEL 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 informationGENERAL 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 informationPORCH. 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 informationREFER 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 informationDO 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 informationSCIENCE 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 informationAT 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 informationCopyright 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 informationCABLE-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 informationCopyright 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 informationPORCH. 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 informationC 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 informationDanger 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 informationPANEL 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 informationA '-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 informationQuestion 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 informationWIRING INSTL-BODY,110V. 1 OF / Sep J NOTES: (BLU) 2400 DROP FROM GFI GALLEY TO EXT RCP
RWING NO. FETURE 009- J 009- J PNEL-LOSEOUT 0-0-HT G9-0-U () E 00 ROP GFI GLLEY TO EXT RP PNEL-LOSEOUT 9-0-HT G9-0-U () MIN TO LO ENTER LMP 09-0-000 () G-0-0U () TH GFI (WHT) LO ENTER TO RER TH RP- EXTERIOR
More informationFALEALUPO 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 informationB 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 informationDCM 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 informationSCREW G U (2) 110V CONNECTION (BRN) SLIDEOUT WIRE #9 (BRN) SCREW G U (4) CLAMP (2) TO RCP- DINETTE SCREW G U (2)
FROM GFI-TH WIRE #9 (RN) TO INETTE G9-0-U () 0V ONNETION (RN) G9-0-U () LMP 09-0-000 () G9-0-U () FROM TO EXT ENT EXTERI TR RP PNEL-LOSEOUT, ELETRIL -0-HT G9-0-U () RKET-0V ONNET,MOUNT -0-HT 00 ROP TO
More informationPENINSULA - 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 informationDESIGN 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 informationA 3. 1 OF / Oct NOTES: THROW IN WIRE #6 1B1 78J (PUR-2) FROM (PUR-2) INVERTER TO RCPS OUTPUT
RWING NO. 00-00- FETURE J J 0 (PUR-) INVERTER OUTPUT WIRE # (PUR-) TO RPS MIN TO LO ENTER GENERTOR 0 (UNER TH LV) WIRE # (PUR) LO ENTER WIRE # INVERTER INPUT 0 0 LMP 09-0-000 () G-0-0U () (UNER TH LV)
More informationTHIS 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 informationD BRACKET-110V CONNECTOR,MOUNT CHT
ONNETOR-WIRE,NM ONNETOR-WIRE,SOW G9-0-U () SLIEOUT # WIRE # ONNETOR-WIRE,SOW ONNETOR-WIRE,NM -0-000 G9-0-U () TV,MIN SIEWLL RKET-0V ONNETOR,MOUNT -0-HT G9-0-U () 000 LOOP TO RM,TV PNEL-LOSEOUT, ELETRIL
More informationStaff 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 informationDIN 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 informationVARNA 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 informationPOWER TRIM. Table of Contents. Section 5C - Dual Power Trim System
SERVICE MANUAL NUMBER 28 Tle of Contents POWER TRIM Setion 5C - Dul Power Trim System DUAL POWER TRIM SYSTEM Lurints / Selnts / Adhesives..... 5C-2 Importnt Informtion................ 5C-2 Testing Dul
More informationC WIRE ASM-TANK, AUX HOLDING (2) B TO SLIDEOUT ROOM. 1 OF / Jan-2017 NOTES: WIRE ASM-COACH
WIRE SM-OH 0-0-000 00 ROP SU POS, SU NEG (RN) OX 000 ROP ZONE TEMP SENSOR 00 ROP SIE MRKER LIGHT 00 ROP HMI LE WIRE SM-TNK MIN -0-000 SWITH-PUMP 0--000 TUTOR 0--HT TOILET KIT-TEM, TNK SENSOR KIT 00-0-000
More informationCONCRETE & 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 informationC WIRE ASM-TANK, AUX HOLDING (2)
WIRE SM-OH 000 / 0-0-000 00 ROP SU POS, SU NEG (RN) OX 000 ROP ZONE TEMP SENSOR 00 ROP SIE MRKER LIGHT 00 ROP HMI LE SWITH-PUMP 0--000 TUTOR 0--HT WIRE SM-TNK MIN -0-000 TOILET KIT-TEM, TNK SENSOR KIT
More informationANTENNA-TPMS W/ EXT CABLE / SENSOR-WHEEL, TPMS / (8) 84 TO GROUND BAR
00 00 PIN HOUSING TO ELETRI STEP K,MP TO STEP SWITH PIN HOUSING TO STEP OVER 0 PIN HOUSING TO GENERTOR OIL 000 MM OF WIRE SM-HSSIS TO GENERTOR, GENERTOR STRTER LE, GENERTOR GROUN LE, & LE SM-GENERTOR HERE
More informationDB 1200 LOOP TO BATH RCP
RWING NO. FETURE 000-0 ---------- 000-000- PNEL-LOSEOUT 0-0-HT G9-0-U () WIRE (RN) RKET -0-HT G9-0-U () (RN) G9-0-U () LMP 09-0-000 () G9-0-U () GROMMET 9-0-000 () TO GENERTOR TO GROUN R TO QU HOT (WHT)
More informationWIRE ASM-A/V / WIRE ASM-A/V TO EXTERIOR TV (COIL ABOVE FLOOR)
00 000099 / -0-000 TO EXTERIOR TV (OIL OVE FLOOR) PIN HOUSING TO ELETRI STEP PIN HOUSING TO STEP OVER TO PSSENGER SWITHES ETIL F NTENN-TPMS W/ EXT LE 000090 / -0-000 SENSOR-WHEEL, TPMS 000090 / 0-0-000
More informationDanger 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 informationEARL 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 informationSCREWHEAD 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 informationUTMDA - 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 informationA 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 informationDanger 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 information3.6 (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 informationDEVELOPMENT 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 information3M 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 informationB 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 informationANTENNA-TPMS W/ EXT CABLE / SENSOR-WHEEL, TPMS / (6) CODES/STANDARDS-CSA/CMVSS CABLE ASM (GRN)
00 PIN HOUSING TO ELETRI STEP LE SM (LU) FROM ISOLTE STU IN RER HSSIS REKER PNEL TO LEVEL SYSTEM PUMP F LE SM (LK) GENERTOR GROUN FROM GENERTOR GROUN STU TO LEVEL SYSTEM GROUN STU TO PSSENGER SWITHES ETIL
More informationDanger 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 informationEA FA. 1 OF / Dec-2017 NOTES:
00 00 M NTENN-TPMS W/ EXT LE 000090 / -0-000 RKET-MOUNTING,NTENN,TPMS 000090 / -0-HT 000G9-0-U () SENSOR-WHEEL, TPMS 000090 / 0-0-000 () PIN HOUSING TO ELETRI STEP K,MP TO STEP SWITH PIN HOUSING TO STEP
More informationINSTALLATION & OPERATION INSTRUCTIONS LEVER HANDLE LOCKSETS.
INSTALLATION & OPERATION INSTRUCTIONS FOR LEVER HANDLE LOCKSETS 999-00333E_EN FOR BRINKS HOME SECURITY INTERIOR LOCKING & NON-LOCKING LEVER HANDLE LOCKSETS. FITS DOORS 1-3/8" (35 mm) TO 1-3/4" (45 mm)
More information1 OF / Jul-2017
FROM GENERTOR MIN LMP 09-0-000 G-0-0U LMP 09-0-000 G-0-0 TS LMP 09-0-000 G-0-U 0 POWEROR VIEW (RN-) 00 LOOP THRU TH TO RIGHT SIE () 00 ROP TO WTER HETER FROM EMS (LU) 00 ROP THRU TH TO (UNER LV SINK) FROM
More information2 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 informationCEDAR RAPIDS LINN COUNTY SOLID WASTE AGENCY SITE 2. LIQUIDS ROAD AND DRAINAGE IMPROVEMENTS Marion, Iowa
OUNTY HOME RO INEX OF RINS ENERL ontract rawings For PROJET LOTIONS HIHY 5 ER RPIS LINN OUNTY SOLI STE ENY SITE 2 00-00 00-0 OVER N INEX SITE PLN N ENERL IVIL 00-0 00-02 00-03 00-04 LIQUIS PRORM RE SITE
More informationWIRING 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 informationProposed 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 informationD TO PSM (AEU,AEW,AEX,AEZ, AEY,AFA,AFB,AFC)
PNEL-WIRE OVER -0-HT -PL,WSHER TYPE -0-HT () 0 RIVET 000H-0-0R () SEL-TRIM -0-000 (0 MM) WJ,FM TO STILIZERS OWN INITOR LIGHT N LRM MOILEYE 0-SPRINTER, PSM 000 / -0-000 STRTER LE TO HSSIS TTERY ETIL SEL-TRIM
More informationUSB-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 informationB WIRE ASM-AUX HOLDING TANK
WIRE SM-MIN HOLING TNK -0-000 WIRE SM-UX HOLING TNK -0-000 R RINGE SYSTEM/HET-PREWIRE T RINGE SYSTEM-HETE OES/STNRS-S/MVSS OES/STNRS US TO TNK HETER PS WITH T WIRE PSSES THROUGH FLO IN THIS RE. OPYRIGHT
More informationCopyright 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 information36C 10 MOBILEYE WJ,AFM TO STABILIZERS DOWN INDICATOR LIGHT AND ALARM 64A LJ,LR,KE TO BATTERY BOOST SWITCH STARTER CABLE TO CHASSIS BATTERY DETAIL
-PL -0-HT () RIVET 000H-0-0R () 0 MOILEYE SEL-TRIM,EGE -0-000 (0MM) PNEL-WIRE OVER -0-HT WJ,FM TO STILIZERS OWN INITOR LIGHT N LRM LJ,LR,KE TO TTERY OOST SWITH PNEL-WIRE OVER -0-HT STRTER LE TO HSSIS TTERY
More informationby Kathy Brown of The Teacher s Pet
y Kthy Brown of The Teher s Pet Designs y Kthy Brown Pieing y Kthy Brown & Lin Ree Mhine quilte y Crol Hilton www.reroosterfris.om Quilte size: pproximtely 40" x 50" Fris from the Sprinkles (Style #4527)
More informationASI #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 informationBONNEVILLE 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 informationCONTROL-SLIDEOUT,IN-WALL SCREW G U (4) DETAIL GA SCREW G U (4) DETAIL GB 2 PIN HOUSING TO WATER PUMP A 3 2 PIN HOUSING
ONTROL-SLIEOUT,IN-WLL 900-0-000 G-0-U () ETIL G -WTER PUMP 0--HT TUTOR 0-0-HT IRUITS G,J,F,JS,JY PLTE-WLL,UL OX 9-0-HT G9-0-0U () OVER-ELETRIL 99-0-HT () LEL-SLIEOUT 099-09-000 () PIN HOUSING TO WIRE SM-UX
More information1 OF / Nov-2017
WIRES ROUTE TO INETTE SET THRU WIRE TRK GENERTOR LES TO GENERTOR LE SM JUNTION OX GENERTOR LE SM FLEX OR 09 POWER OR OX 0000 / 0-0-000 UTO TRNSFER SWITH 0000 / -0-000 MIN EXTENSION LE SM LMP 09-0-000 ()
More information1 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 information1 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 informationFINAL 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 informationGENERATOR EXTENSION 4X4 J-BOX DETAIL DETAIL POWER CORD BOX ASM / SCREW G U (4) DETAIL BLU,BLK,BRN
ETIL GENERTOR EXTENSION X J-OX ETIL POWER OR OX SM 000 / -0-000 SREW G-0-U () ETIL LU,LK,RN OX-ELE-STL X UL/S 009-0-000 OVER-PLT-LN STL X UL/S 009-0-000 SREW G-0-0U () WIRE SM-GROUN -0-000 WIRE NUT-GREY
More informationDanger 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 information1 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 informationTEE-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 informationWIRE ASM-A/V TO MAIN TV (BRN) CABLE ASM- INVERTER NEGATIVE (BLK) 5 CABLE ASM (BLK) CABLE ASM- INVERTER (ORG)
00 WIRE SM-/V TO MIN TV (RN) LE SM (LK) GENERTOR GROUN WIRE SM-/V TO EXTERIOR TV (OIL OVE FLOOR) LE SM (LU) WIRE SM-/V 9-0-000 PIN HOUSING TO STEP OVER 0 PIN HOUSING TO GENERTOR PIN HOUSING TO ELETRI STEP
More informationThe 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 informationCopyright 2014 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 informationDanger 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 information660 Freestyle/Style Door with Double In-Line Panels
660 Freestyle/Style Door with Doule In-Line Pnels (CUH or MG) Style Series Option M Metl HK87 Slide MGNTIC PULL HNDL KIT with Mgnet Vinyl 989 MGNTIC DOOR STOP 716 HDR / SILL INSRT O V678 VINYL DOOR SL
More informationCopyright 2014 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 informationCONTROL-SLIDEOUT,IN-WALL SCREW G U (4) DETAIL GA SCREW G U (4) DETAIL GB 2 PIN HOUSING TO WATER PUMP A 3 2 PIN HOUSING
PLTE-WLL, TRIPLE OX 00090 / -0-HT G9-0-0U () -WTER PUMP 0--HT TUTOR 0-0-HT IRUITS G,J,F,JS,JY OVER-ELETRIL 99-0-HT () LEL-SLIEOUT 099-09-000 () ONTROL-SLIEOUT,IN-WLL 900-0-000 G-0-U () ETIL G INPUT ONNETIONS
More informationCopyright 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 informationCairns 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 informationElettra Evolution OK! OK! b. User manual
Elettr Evolution User mnul Pg. 1 INSTALLING THE SOLENOID VALVE. The progrmmle solenoi vlve is fully wtertight n will funtion even if instlle permnently uner wter t epth of up to one metre (IP68 ingress
More informationDFTR-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 informationSignComp DETAIL B DETAIL A REVEAL SETTING OPTIONS 3. Series 3 Access Body - Frameless Cover -
K90/9 Series ccess ody/frameless over 00 Series / Reveal K0 Series Radius Post Post ap Series Radius Post ap 00 ap Screw ttaches to the ody Zero Reveal #000, /8" Reveal #00, /" Reveal #00 #0 countersink
More informationVERSION 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