TRIMBLE PUMP STATION UPGRADE CULLMAN COUNTY WATER DEPARTMENT CULLMAN COUNTY, ALABAMA

Transcription

1 TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLMN OUNTY, LM LUDERDLE LIMESTONE OLERT LRENE MDISON JKSON OTOER 07 FRNKLIN MORGN MRSHLL DEKL MRION INSTON ULLMN LOUNT ETOH HEROKEE ULLMN FYETTE LKER ST. LIR LHOUN LMR PIKENS TUSLOOS JEFFERSON SHELY TLLDEG LY LEURNE RNDOLPH PPROXIMTE PROJET LOTION PROJET RE I OOS GREENE HILTON HMERS HLE TLLPOOS ELMORE PERRY UTUG LEE SUMTER DLLS MONTGOMERY MON RUSSELL TO RNE HILL MRENGO LONDES ULLOK HOT ILOX PIKE ROUR RENSH UTLER LRKE MONROE ONEUH OFFEE DLE HENRY SHINGTON OVINGTON ESMI GENEV HOUSTON MOILE LDIN LOTION MP NOT TO SLE TO GOOD HOPE ULLMN OUNTY OMMISSION HIRMN: OMMISSIONER, PLE : OMMISSIONER, PLE : KENNETH LKER KERRY TSON GRRY MRHMN TER SUPERINTENDENT: RNDLL LDREP - 3 OVER SHEET LEGEND PROJET NOTES SITE PLN SHEET INDEX NOT TO SLE 4 GRDING PLN 5 EROSION ONTROL PLN 6 EXISTING PIPING LYOUT ND DEMO PLN 7 PROPOSED PIPING LYOUT 8 PIPING SETION 9 PIPING SETION 0-3 S.0 S.0 S3.0 E.0 E.0 PIPING SETION STNDRD DETILS STRUTURL GENERL NOTES STRUTURL PLNS STRUTURL SETIONS PROPOSED SINGLE LINE DIGRM PROPOSED PUMP STTION ELE. - DEMO JMES G. HITOOD, P.E. DTE 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) LERTVILLE, L NDLUSI, L GDSDEN, L UURN, L HOOVER, L DOTHN, L HUNTSVILLE, L E3.0 PROPOSED PUMP STTION ELE. - NE DG PROJET NUMER: 39603

2 RODY ENTER LINE... STTE OUNDRY LINE... OUNTY OUNDRY LINE EXISTING PVEMENT (RETIN)... POER POLE... LIGHT POLE... TELEPHONE POLE... NHOR... EXISTING UTILITIES PROPOSED LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L ITY OR TON LIMITS... SETION LINES... QURTER-SETION LINES... RNGE-TONSHIP LINES... PROPERTY LINES... PRESENT RO... QUIRED RO... DENIED ESS... SE SE 3 R-7-E R-8-E EXISTING PVEMENT (REMOVE)... EXISTING PVEMENT (RETIN ND OVERLY)... STU (POER)... STU (TELEPHONE)... ELETRI DUT... URIED ELETRI LE... OVERHED ELETRI LE... ELETRI MNHOLE... OVERHED UTILITY... TOER... TELEPHONE PEDESTL... EL 4MTD E T EL 4MTD E T 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) REQUIRED FENE... ONRETE (EXISTING OR REQUIRED)... TELEPHONE DUT... TP 4MTD TP 4MTD ONSTRUTION LIMITS... ONST LIM URIED TELEPHONE LE... OVERHED TELEPHONE LE... K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\0_LEGEND.dgn LERING LIMITS... RILROD... OOD FENE... RED IRE FENE... HIN LINK FENE... ELETRI FENE... HOG IRE FENE... TREES... OODS LINE... EXISTING FLOLINE... EXISTING DITH... REQUIRED DITH... GRVEL ROD... EXISTING GURDRIL... REQUIRED GURDRIL... STELLITE DISH... TRFFI LIGHT... ENH MRK... SURVEY POINT... ENVIRONMENTL LERED LIMITS... EXISTING MJOR ONTOUR... EXISTING MINOR ONTOUR... PROPOSED MJOR ONTOUR... PROPOSED MINOR ONTOUR... EXISTING PIPE... REQUIRED PIPE (ITH PIPE END TRETMENT)... REQUIRED PIPE END TRETMENT... EXISTING OX ULVERT... REQUIRED OX ULVERT... EXTENDED ULVERT... DROP INLET OR JUNTION OX (SEE PLNS DESRIPTION )... RIDGE... PIPE ULVERT (ELEVTION VIE)... OX ULVERT (ELEVTION VIE)... ENV F L=40.5 F =40.55 L EXISTING ONRETE (REMOVE)... RIP RP (EXISTING OR REQUIRED)... GRVEL (EXISTING OR REQUIRED)... GRSS (EXISTING OR REQUIRED)... RIK (EXISTING OR REQUIRED)... MRSH (EXISTING)... DRINGE STRUTURE INDEX NUMERS DRINGE STRUTURE RITE-UPS RE LOTED ON THE DRINGE SETIONS. STRUTURES ITH RITE-UPS RE INDEXED T EH END ITH NUMERS SSIGNED Y DIRETION OF FLO. THE NUMER IN THE UPPER HLF OF THE IRLE (EXMPLE 8 OR 9) IS THE DRINGE STRUTURE INDEX NUMER. THE NUMER IN THE LOER HLF OF THE IRLE (EXMPLE 88) IS THE SHEET REFERENE NUMER REQD 8" RP RODY PIPE EXMPLE THE TOP LETTERS (SD) RE FOR SIDE DRIN ND THE OTTOM NUMER IS THE DRINGE STRUTURE INDEX NUMER. SD 4 REQD 8" SIDE DRIN PIPE EXMPLE DIRETION OF FLO... TELEPHONE MNHOLE... SNITRY SEER... TER LINE... TER MIN... TER VLVE... FIRE HYDRNT... TER METER... GS LINE... GS MIN... GS VLVE... GS METER... FORE MIN... URIED LE TELEVISION... OVERHED LE TELEVISION... URIED FIER OPTI... SH TER... SETTLED TER... FILTERED TER... TRETED TER... R TER... HEMIL FEED... FOUND IRON PIN... SET IRON PIN... ONRETE MRKER... FIEROPTI POST... SEER MNHOLE... SEER LENOUT... STORM MNHOLE... SIGN... LENOUT... MILOX... ELETRI METER... STREET LMP... / UNIT... ELETRI TRNSFORMER... GS METER... ORING LOTION OR TEST PIT... ELL... MONITORING ELL... NDONED MONITORING ELL... REOVERY ELL... EXTRTION ELL... SPRGE ELL... POINT OF OMPLINE... POINT OF EXPOSURE... SPOT ELEVTION... PUMP STTION... IR/VUUM RELESE VLVE... FLG POLE... TMH V H Y MD GV G FO S STM TMH G FO S STM M M EM EM G G M M M R R E E S S PO POE 5.00 PS PS V V LEGEND SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: NTS 0_LEGEND.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

3 . JO SITE SFETY IS SOLELY THE RESPONSIILITY OF THE ONTRTOR, INLUDING OMPLINE ITH LL OSH REQUIREMENTS. NEITHER THE ONER, NOR THE ENGINEER ILL SUPERVISE OR INSPET THE JO ITH REGRD TO SFETY ISSUES.. THE ONTRTOR IS RESPONSILE FOR THE PURHSE OF ONTRTOR S LIENSE ND USINESS LIENSE FROM THE ITY ND / OR OUNTY S PPLILE, S ELL S, LL OTHER LIENSES ND PERMITS REQUIRED FOR OMPLETION OF THE ORK. 3. EXEPT FOR EMERGENY ORK, ORK SHLL NOT E PERFORMED ON STURDY, SUNDY, OR NY LEGL HOLIDY ITHOUT PPROVL OF THE ONER ND ENGINEER. ORK SHLL OUR DURING RESONLE DY-TIME HOURS. REQUESTS FOR DEVITIONS FROM THIS SHEDULE SHLL E MDE TO THE ENGINEER ON SE-Y-SE SIS MINIMUM OF 7 HOURS PRIOR, EXEPT FOR EMERGENIES, IN HIH SE NO SUH PPROVL IS REQUIRED. 4. THE ONTRTOR IS RESPONSILE FOR DOUMENTTION OF PRE-EXISTING ONDITIONS PRESENT ITHIN ND DJENT TO THE ONSTRUTION RE. DOUMENTTION OF EXISTING ONDITIONS SHLL ONSIST OF DTE-STMPED VIDEO, PHOTOGRPHS, ND RITTEN REORDS. OPIES OF LL DOUMENTTION SHLL E DELIVERED TO THE ENGINEER PRIOR TO EGINNING ONSTRUTION TIVITIES. DOUMENTTION OF PRE-EXISTING ONDITIONS IS REQUIRED TO VOID LIMS FOR DMGE TO PROPERTY. 5. THE ONTRTOR SHLL E RESPONSILE FOR NY DMGE USED Y HIS TIVITIES IN THE PROJET RE, HETHER ON PULI OR PRIVTE PROPERTY. DMGE SHLL E REPIRED TO PRE-ONSTRUTION ONDITIONS OR ETTER, ND TO THE STISFTION OF THE ENGINEER ND LND ONER(S). REPIRS SHLL E MDE T THE ONTRTOR S EXPENSE. 6. THE ONTRTOR SHLL OORDINTE LL ONSTRUTION TIVITY IN THE PROJET RE ITH THE OUNTY, ITY, ND STTE, S PPLILE. 7. THE ONTRTOR IS RESPONSILE FOR PROVIDING ND MINTINING TRFFI ONTROL IN ORDNE ITH THE REQUIREMENTS OF PRT 6 OF THE MUTD, LTEST EDITION, ND THE TTHED TRFFI ONTROL PLN. 8. UNLESS PPROVED IN DVNE YTHE ENGINEER, THE ONTRTOR SHLL MINTIN ESS FOR THE TRVELING PULI, EMERGENY, ND SHOOL VEHILES T LL TIMES LONG LL ITY, OUNTY, ND STTE RIGHTS OF Y. IF ROD LOSURE IS LLOED, THE ONTRTOR SHLL E RESPONSILE FOR OORDINTING SUH LOSURES ITH ITY, OUNTY, ND OR STTE GENIES, ND EMERGENY GENIES, IN ORDNE ITH THOSE PRTIES REQUIREMENTS. 9. LL EQUIPMENT SHLL E PRKED ND LL MTERILS SHLL E STORED T LOTION OUTSIDE THE PULI RIGHT OF Y T LOTION OF THE ONTRTOR S HOOSING. PRIOR TO FINL PYMENT, THE ONTRTOR SHLL PROVIDE RITTEN NOTIE FROM THE ONER OF SUH PRKING ND STORGE RE(S), THT THE RE(S) HVE EEN RESTORED TO LND ONER S STISFTION.. THE GENERL LOTION OF UTILITIES SHON REFLETS THE ONER S EST REORDS ND ON-SITE INVESTIGTION. NEITHER THE ONER NOR THE ENGINEER MKES NY EXPRESSED OR IMPLIED GURNTEE OF THE URY OF UTILITIES SHON OR NY GURNTEE THT LL UTILITIES LOTED ITHIN THE ONSTRUTION RE RE SHON HEREIN.. THE ONTRTOR SHLL LL LM ONE LL T 8 FOR UTILITY MRKING PRIOR TO OMMENING ONSTRUTION. IT SHLL E THE ONTRTOR S RESPONSIILITY TO DETERMINE THE EXT LOTION OF LL UNDERGROUND UTILITIES EFORE OMMENING ORK. NY DMGE TO EXISTING UTILITIES SHLL E REPIRED T THE ONTRTOR S EXPENSE. 3. THE ONTRTOR SHLL OORDINTE LL ORK DJENT TO EXISTING UTILITY POLES ND GUY IRES ITH THE LOL POER OMPNY. THE ONTRTOR SHLL ONTT THE LOL POER OMPNY TO HOLD SID UTILITY POLES/GUY IRES DURING ORING OR OPEN UT OPERTIONS. THE OST OF THIS ORK SHLL E ONSIDERED INIDENTL TO THE PROJET ND NO DDITIONL PYMENT ILL E MDE. 4. THE ONTRTOR SHLL OORDINTE LL TIE-INS, ONNETIONS, OUTGES, ND VLVING OPERTIONS ITH THE UTILITY ONER. THE ONTRTOR SHLL GIVE 7 HOURS NOTIE TO THE UTILITY ONER OF HEN SUH OPERTIONS RE TO TKE PLE. 5. THE ONTRTOR SHLL OORDINTE ITH ND PROVIDE RESONLE NOTIE TO RESIDENTS ND USINESSES OF SERVIE OUTGES PRIOR TO EGINNING SUH OPERTIONS. NO RESIDENT OR USINESS SHLL E LEFT ITH OUT SERVIE OVERNIGHT.. LL ORK SHLL E ONFINED TO THE LIMITS OF THE PROPERTY S SHON ON THE PLNS. THE ONTRTOR SHLL NOT DISTUR NY RE OUTSIDE THESE LIMITS.. ONTRTOR SHLL REMOVE LL EXISTING VLVE OXES HIH ILL NO LONGER E IN USE UPON OMPLETION OF THE PROJET. 3. PUMPS NO. ND NO. SHLL E MIN DUTY PUMPS ND SHLL OPERTE LTERNTIVELY. PUMP NO.3 SHLL ENGGE ONLY HEN THE GENERTOR IS RUNNING. 4. ONTRTOR SHLL OORDINTE ONSTRUTION TIVITIES ITH THE ONER TO ENSURE THT THE PUMP STTION REMINS IN OPERTION T LL TIMES. 0. EXISTING DRINGE SYSTEMS SHLL REMIN FULLY OPEN THROUGHOUT THE PROJET DURTION. NY DISTURNE OR DMGE TO EXISTING DRINGE SYSTEMS ND STRUTURES SHLL E REPIRED OR REPLED TO THE STISFTION OF THE ENGINEER ND THE ITY, OUNTY, ND/OR STTE T NO DDITIONL OST TO THE ONER.. EXEPT FOR HERE THE PLNS REQUIRE TEMPORRY ONSTRUTION FENING TO E INSTLLED, EXISTING FENES SHLL NOT E REMOVED, RELOTED, OR OTHERISE DMGED DURING THE ONSTRUTION TIVITIES. REMOVED, RELOTED, OR DMGED FENES SHLL E REPLED TO THE STISFTION OF THE ENGINEER ND LND ONER T NO DDITIONL OST TO THE ONER.. THE ONTRTOR SHLL TKE LL NEESSRY MESURES TO ENSURE NO SEDIMENT LEVES THE SITE.. THE ONTRTOR SHLL PROPERLY INSTLL LL EROSION ONTROL MESURES, INLUDING SILT FENING ND RIP-RP, PRIOR TO, OR S SOON S PRTILE FOLLOING, GROUND DISTURNE IN PRTIULR RE. 3. THE ONTRTOR SHLL PROPERLY MINTIN LL EROSION ONTROL MESURES UNTIL FINL EPTNE IN ORDNE ITH THE TTHED MPP DEVELOPED FOR THIS PROJET.. RESIDENTS ND USINESS SHLL NOT E LEFT ITHOUT MIL SERVIE. IF MILOX MUST E MOVED TO FILITTE ONSTRUTION, IT SHLL E TEMPORRILY ND STISFTORILY RELOTED S LOSE S PRTILE TO ITS ORIGINL LOTION, ND IN SUH PLE THT IT MY E STISFTORILY ESSED Y MIL RRIERS. 3. JO SITE SHLL E LENED ON DILY SIS. THE ONTRTOR SHLL RESTORE LL RES, HETHER PULI OR PRIVTE, S SOON S PRTILE FOLLOING OMPLETION OF PRTIULR ONSTRUTION TIVITIES. 4. THE ONTRTOR SHLL REPIR LL EXVTED RES, KFILLS, EMNKMENTS, TRENHES, ND DITHES HIH MY HVE SETTLED T NO DDITIONL OST TO THE ONER UNTIL FINL EPTNE OF THE PROJET ND THROUGHOUT THE RRNTY PERIOD. LL SUH RES SHLL E RESTORED TO PRE-ONSTRUTION ONTOURS. 5. NO DDITIONL PYMENT SHLL E MDE FOR ROK EXVTION ND REMOVL. IDDERS MY MKE THEIR ON INVESTIGTION S TO THE MOUNT ND HRTER OF ROK HIH MY NEED TO E REMOVED. LL OSTS FOR ROK EXVTION SHLL E ONSIDERED TO HVE EEN INLUDED IN THE VRIOUS PY ITEMS IN THE PROPOSL. 6. THE ONTRTOR IS RESPONSILE FOR MINTINING LL GRSSED RES T ITS EXPENSE UNTIL FINL EPTNE ND THROUGHOUT THE RRNTY PERIOD. MINTENNE OF GRSSED RES SHLL INLUDE RE-GRDING, RE-FERTILIZTION, RE-SEEDING, TERING, MOING, ND NY OTHER ORK S REQUIRED, TO PRODUE ND KEEP THE GRSS IN ONDITION EPTLE TO THE ENGINEER ND LND ONER.. DEMOLITION OF HLORINE ROOM. OMPLETE LL STRUTURL MODIFITIONS 3. OMPLETE LL SITE ORK, EXLUDING FENE 4. INSTLL NE SUTION PIPES INTO ND THROUGH STTION ELL 5. REMOVE EXISTING PUMP "" ND SSOITED PIPING 6. INSTLL NE SKID ND PIPES FOR PUMP NO. 7. INSTLL ELETRIL FOR PUMP NO. 8. STRT UP PUMP NO. 9. REMOVE EXISTING PUMP "" ND SSOITED PIPING 0. INSTLL NE SKID ND PIPES FOR PUMP NO.. OMPLETE ELETRIL INSTLLTION. INSTLL EMERGENY PUMP 3. STRT UP REMINING PUMPS 4. OMPLETE ELETRIL ORK 5. GRSSING, LENUP ND FENE

4 7' LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L TP EXIST. MIN ITH 3/4" SDDLE ND RUN PPROX. 80' R.O.. ' IDE DOULE LEF GTE 7' E TRNSFORM ER PD Y 6' EXISTING GENERTOR G 8' HIGH HIN LINK FENE LONG THE PROPERTY LINES S SHON 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) L.F. - 3/4" PEX TUING TO HLORINE RESIDUL METER 6' 4' K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\03_SITE PLN.dgn T..M. MG NIL ELEV ' ~ P EXIST. TER MIN ONTRTOR SHLL EXVTE TO VERIFY ONNETION POINT OF EXISTING PUMP STTION SUTION ND DISHRGE LINES T.R. EX. 8" D.I. 9.00' OUNTY ROD ~ 3/4" LL VLVE ND METER OX 3.00' ' 0' 5.00' 7.00' 0.00' 5.00' EXISTING GRVEL DRIVE 5.00' EXISTING TER MIN (TO REMIN) 6' EXISTING TER MIN SPHLT DRIVEY, Y ULLMN OUNTY ROD DEPRTMENT (NOT IN ONTRT) - " x 8" TEES - 8" GTE VLVES - " GTE VLVE - ET ONNETION REMOVE EXIST. VLVES ND VLVE OXES EX. " D.I. ' ENTER OF NE DOORS 8' UILDING F.F. ELEV ' NTENN RNE RIL EM PPROXIMTE LOTION OF PROPERTY ORNER 80' R.O.. 8' L 350 D.I. PPROXIMTE LOTION OF PROPERTY LINES PPROXIMTE LOTION OF PROPERTY ORNER SLE : "= 5' 0 SITE PLN SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD "=5' OTOER 07 3 P 03_SITE PLN.dgn This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

5 LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L ' R.O ELEV E TRNSFORM ER PD Y x EXISTING GENERTOR G ' HIGH HIN LINK FENE LONG THE PROPERTY LINES S SHON MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\04_GRDING PLN.dgn 67 T..M. MG NIL ELEV ' FILL ND GRDE SITE S SHON. OMPT SUGRDE TO 00% STNDRD PROTOR DENSITY. OVER DRIVEY / 6" OF NO.78 STONE. 67 EX. 8" D.I. 670 OUNTY ROD EXISTING GRVEL DRIVE x INV. EL x INV. EL EX. " D.I. 66 UILDING F.F. ELEV ' 6" IDE TRENH DRIN, TOP EL NTENN PPROXIMTE LOTION OF PROPERTY ORNER 80' R.O ' ~ 6" SH. 40 PV, INV. EL PPROXIMTE LOTION OF PROPERTY LINES PPROXIMTE LOTION OF PROPERTY ORNER SLE : "= 5' 0 GRDING PLN SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD "=5' OTOER 07 4 P 04_GRDING PLN.dgn This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

6 LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L ' R.O EXISTING GENERTOR G ' HIGH HIN LINK FENE LONG THE PROPERTY LINES S SHON MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\05_EROSION ONTROL PLN.dgn 67 T..M. MG NIL ELEV ' 67 EX. 8" D.I. 670 OUNTY ROD EXISTING GRVEL DRIVE EX. " D.I. 66 UILDING F.F. ELEV ' NTENN PPROXIMTE LOTION OF PROPERTY ORNER 80' R.O SILT FENE PPROXIMTE LOTION OF PROPERTY LINES PPROXIMTE LOTION OF PROPERTY ORNER SLE : "= 5' 0 EROSION ONTROL PLN SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD "=5' OTOER 07 P 05_EROSION ONTROL PLN.dgn 5 This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

7 REMOVE EXISTING DOORS. (SEE SHEET S.0) LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L 6ft 0in ELETRIL ( SEE SHEET S.0) 3'-0" DOOR 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\06_EX PIPING LYOUT.dgn REMOVE EXISTING VENT ND SEL OPENING ITH LOK ND RIK EXISTING LL MOUNTED TELEMETRY OX TO E RELOTED Y ONER 6in 4" X 4" VENT REMOVE METER ND INSTLL LIND FLNGE 0" 3ft 0in RIGHT NGLE METER EXISTING 36"x36" INDO. OTTOM OF INDO 46" OFF FLOOR (TO REMIN) EILING HEIGHT - 0' REMOVE ELETRIL OX ND SEL ONDUIT. SEE ELETRI PLNS 6" 90 ELL 6" GTE VLVE 6" GTE VLVE 6" 90 ELL 6" X 6" TEE 6" X 4" REDUER 6" X 4" REDUER 3ft 9in 5ft 0in 4ft 0in REMOVE EXISTING HRT REORDERS ND P OFF TER SUPLLY LINES T PUMP PUMP 5ft 6in FLOOR LEVEL 4" HEK VLVE 4" 4" UTTERFLY 4" PUMP ONTROL VLVE 3" X 3" TEE 4" UTTERFLY 4" HEK VLVE 4" 4" 90 ELL DISONNET ND REMOVE EXISTING HLORINE PIPE REMOVE EXISTING GS HETER ND GS PIPE 5ft 0in REMOVE LL EXISTING PIPE FITTINGS ND PUMPS. SEE NOTES ON SHT. 30" 8" EXISTING VENT FN TO E REMOVED HLORINE ROOM REMOVE EXISTING LOK LL (SEE SHEET S.0) 0 SLE : "= ' EXISTING PIPING LYOUT ND DEM OLITION PLN SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: 6 "=' 06_EX PIPING LYOUT.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

8 3" 3" NOTES:.. REFER TO STRUTURL DRINGS FOR NE LL ND DOOR DETILS. REFER TO ELETRIL DRINGS FOR LOTION OF NE ELETRIL PNELS. LOTION OF PIPE STND (TYP.) 8'-0" 6'-0" DOULE DOORS, SEE STRUTURL PLNS FOR DETILS) 3/4" PEX TUING, SEE SITE PLN NOTE: LL DISHRGE PIPING, FLNGES, FITTINGS ND VLVES SHLL E PLE OF OPERTING ITH 50 PSI ORKING PRESSURE. LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L SEE SITE PLN (SHT. 3) FOR ONTINUTION NE VFD EILING HEIGHT - 0'-3" HOIST EM HH 7 HLORINE NLYZER ONNET TO EXIST. 8" TEE. LIND FLNGE REQUIRED ON 4" RNH. PNEL MP DRIN THROUGH LL XRL TS 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\07_PROP PIPING LYOUT.dgn 8" D.I. 8"x6" FL. 8"x6" FL. 8"x8" M.J. TEE 8"x8" M.J. 8"x8" M.J. ONRETE PIPE SUPPORT, SEE DETIL 8" D.I. 6"x6" FL. LL SLEEVE 3'-0" 36" INDO NE PNEL MP 8" '-0 /" '-" 8" '-" LL SLEEVE 6" FL.xFL. SPOOL PIEE 6"x3" FL. REDUER 6" FL. UTTER- FLY VLVE 6"x3" FL. 6" FL.xFL. SPOOL PIEE LL SLEEVE 6" FL. UTTER- FLY VLVE 6" FL. UTTER- FLY VLVE 3'-0" 3'-0" 6"x3" FL. REDUER 6"x3" FL. 6"x3" FL. 75 H.PO. PUMP (500 GPM) NO.3 6"x3" FL. REDUER 9" 9" 6"x6" FL. 45 END 6"x6" FL. 45 END 6"x6" FL. 45 END " 800 GPM PUMP NO. " STEEL " 800 GPM PUMP NO. " STEEL '-8" 6" FL.xP.E. SPOOL PIEE 6'-8" (TYP.) PUMP SKID 6" FL.xP.E. SPOOL PIEE 6" DRESSER OUPLING 00 H.P. MOTOR 6" DRESSER OUPLING 00 H.P. MOTOR 6" DRESSER OUPLING 6" FL.xP.E. SPOOL PIEE 6" FL. HEK VLVE 6" FL. UTTER- FLY VLVE 6" FL.xP.E. SPOOL PIEE '-"(TYP) 6" FL. HEK VLVE PUMP SKID 6" FL. HEK VLVE 6" FL. UTTER- FLY VLVE 6" FLP VLVE 8" 8" FL. FLO METER " 6" 45 END 8" FL. UTTER- FLY VLVE PRESSURE RELIEF PIPING (7'-0" OFF FIN. FL.) 8"x6" FL. TEE 8" FL.xP.E. SPOOL PIEE 8" DRESSER OUPLING 8" FL.xP.E. SPOOL PIEE 8"x6" FL. HV UNIT 8'-0" NE ELETRIL PNELS - SEE ELETRIL DR INGS 0 SLE : "= '-0" PROPOSED PIPING LYOUT SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: "='-0" 07_PROP PIPING LYOUT.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 7 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

9 8.00ft 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\08_SETION.dgn 8" D.I. 8"x6" FL. UT HOLE IN LL FOR NE PIPE & GROUT ROUND PIPE TO SEL HOLE ONRETE PIER 36" INDO NE ELETRIL 46" 6" FL. UTTER- FLY VLVE 6" FL.xFL. SPOOL PIEE '-4" 7'-6" 6"x3" FL. 6"x3" FL. REDUER 6"x6" FL. 45 END 800 GPM PUMP PUMP SKID 6" FL.xP.E. SPOOL PIEE 6" DRESSER OUPLING 00 H.P. MOTOR SETION - HOIST EM 6" RIGHT NGLE PRESSURE RELIEF VLVE 8"x6" FL. REDUER 6" FL. x P.E. SPOOL PIEE 6" FL. HEK VLVE 6" FL. UTTER- FLY VLVE PIPE STND (TYP.) 6" 45 END 3'-8 /" 7'-0" 0'-3" NE ELETRIL 0 SLE : "= '-0" PIPING SETION SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: "='-0" 08_SETION.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 8 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

10 PRESSURE RELIEF PIPE NHORED TO EILING JOISTS 6'-0" 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\09_SETION.dgn 6" FLP VLVE " 3'-8 /" 6"x6" FL. 45 END 8"x6" FL. INDO 8" D.I. 00 H.P. MOTOR 8" DRESSER OUPLING 75 H.P. PUMP (500 GPM) NO. 3 " 8"x6" FL. TEE 8"x6" FL. TEE 8" FL. FLO METER 00 H.P. MOTOR 8" FL. UTTER- FLY VLVE 4" LIND FLNGE SETION - PRESSURE RELIEF VLVE 8"x6" FL. TEE 8" D.I. 7'-0" 0'-3" NE ELETRI 7'-6" HOIST EM 0 SLE : "= '-0" PIPING SETION SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: "='-0" 09_SETION.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 9 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

11 8'-0" PRESSURE RELIEF PIPE NHORED TO EILING JOIST 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) LERTVILLE, L NDLUSI, L UURN, L DOTHN, L GDSDEN, L HOOVER, L HUNTSVILLE, L K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\0_SETION.dgn 6"x6" FL. 6" FL. SPOOL PIEE 6" FL. LL SLEEVE 36" INDO /" FL. x /" FNTP /" FL. DIS- HRGE FITTING 6"x3" FL. REDUER '-3" NE ELETRIL 6"x3" FL. REDUING 3 /" FL. x /" FNTP 6" FL. UTTERFLY VLVE PIPE STND PUMP SKID /" NTP PIPE 6"x6" FL. 45 END 3" FL. SUTION FITTING 75 H.P. PUMP (500 GPM) NO. 3 '-3" HOIST EM 7'-6" 6" FL. OUPLING 6" FL. x P.E. SPOOL PIEE 8" D.I. SETION - RIGHT NGLE PRESSURE RELIEF VLVE 7'-0" 6" 45 END 6" FL. HEK VLVE 6" FL. UTTER- FLY VLVE PIPE STND (TYP.) 3'-8 /" 0'-3" NE ELETRIL 0 SLE : "= '-0" PIPING SETION SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: "='-0" 0_SETION.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 0 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

12 36" MIN. DETERMINED Y GRDE RESILIENT SET GTE VLVE ITH DJUSTLE VLVE OX 7/8 O.D. ORNER POST 8'-0" 3'-6" 3 STRNDS ~ GUGE- 4 R IRE 5/8" O.D. TOP RIL TENSION R 5/8" O.D. HORIZONTL RE T LL ORNERS, EH Y ND T LL TERMINL ND GTE POSTS. FINISHED GRDE IRE 4".. 9 GUGE ~ X GLV. STEEL HIN LINK FENE.375" O.D. LINE POST IRE 4".. RON FOOTING TO SHED TER ' - 0"' 8' - 0"' 4' - 0"' ' - 0"' 3 STRNDS GUGE 4 RED IRE ' - 0"' 3" O.D. GTE POST 47 MRTLING ROD LERTVILLE, L 3595 LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\-3_DETILS.dgn RETINER GLNDS GTE VLVE & OX NOT TO SLE 6" TOPSOIL ITH SEED ND MULH FINL KFILL ITH EXVTED MTERIL PLSTI RION (NO ROKS OVER 6" IN TPE (ONTINUOUS) NY DIMENSION) '-0"' MINTIN TRENH 3'-0" MIN.' IDTH TO '-0" OVE TOP OF PIPE. '-0" MIN. INITIL KFILL (LIGHTLY OMPTED) REMOVE LL STONES ND OTHER MTERIL #0 OPPER OVER 4" IN NY LOTING IRE DIMENSION. '-0" + PIPE O.D. (MIN.) LSS I EMEDMENT MTERIL (#57 STONE) TYPIL TRENH DETIL NOT TO SLE INITIL ONRETE POUR 3'-0" SLOTTED ST IRON GRTE / HEVY DUTY FRME #4 RER INSTLLTION HIR (SEURE HIR IN OTTOM DIMPLES OF HNNEL 3,000 PSI ONRETE ONTINUOUS 9 GUGE STY IRE ONRETE FOOTING T ORNER ND TERMINL POSTS SHLL E MINIMUM OF 9" DI. 0'-0" MXIMUM 500 psi ONRETE 8' HIN-LINK FENE DETIL 6" MIN. NOT TO SLE 8" 3'-0" EXVTION IDTH (TYP.) ONRETE FOOTING T LINE POST SHLL MINIMUM OF 0'-0" MXIMUM 6" MIN. TRENH DRIN HIR INSTLLTION NOT TO SLE UILDING 9" DI. 3' - 0"' "' 500 PSI ONRETE POLYMER ONRETE PRESLOPED HNNEL SETION -5/8" O.D. RING HNNEL NUMER EIGHT LS "' NOT TO SLE R 0 /64 " 8"' 8' TLL DOULE SING GTE DETIL 3/4" 6 /4" 5 /4" INLET DIM. 4-/6" 4-3/8" 4-/6" 5" 5-5/6" VRIES OUTLET DIM. 4-3/8" 4-/6" 5" 5-5/6" 5-5/8" TRENH DRIN HNNEL NOT TO SLE 9 GUGE X GLV. STEEL FENE FRI NOTE: "' PROVIDE SOLID END P ON NORTH END ND 6" PV OUTLET ON SOUTH END. STNDRD DETILS SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: NTS -3_DETILS.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 P This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission.

13 K LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L NOTE: ONRETE MUST E POURED GINST UNDISTURED SOIL PLN L L K OVER 4 ID SETION "" DO NOT PLE NY ONRETE UNDER PIPE D OVER DO NOT PLE NY ONRETE UNDER PIPE 4 ID 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\-3_DETILS.dgn ENDS 4 ENDS PIPE DI. K L K L MIN. OVER 4" " '-" 4" " '-0" 3" '-6" 6" 4" '-0" 6" " '-0" 4" '-6" 8" 6" '-0" 8" 4" '-0" 5" 3'-0" 0" 8" '-" 0" 5" '-0" 6" 3'-0" " 0 " '-7" '-0" 6" '-0" 7" 4'-0" 4" " '-" '-" 8" '-0" 8" 4'-0" 6" '-" '-5" '-8" 0" '-0" 9" 4'-0" 8" '-0" '-" '-0" '-0" '-0" 0" 4'-0" 0" '-" '-" '-" '-" '-0" '-0" 5'-0" 4" '-5" '-0" '-6" '-3" '-0" '-3" 5'-0" D PLN TYPIL 4 PIPE DI. D K MIN. OVER 4" 6" '-8" 6" 4 " '-0" 3'-0" 6" '-0" '-7" 9" 4 " '-9" 3'-0" 8" '-3" '-6" '-0" 4 " '-9" 3'-0" 0" '-" '-" '-3" 4 " '-" 3'-0" " '-6" '-0" '-6" 6" '-" 4'-0" 4" '-6" '-" '-9" 6" '-0" 4'-0" 6" '-" '-0" '-0" 6" '-" 4'-0" 8" 3'-4" 0" '-3" 6" '-" 4'-0" 0" 3'-6" " '-6" 6" '-3" 5'-0" 4" 4'-3" 8" 3'-0" 7" '-5" 5'-0" This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission. K NOTE: ONRETE MUST E POURED GINST UNDISTURED SOIL SETION "" NOTE: RP PIPE / POLYETHYLENE TO PREVENT ONTT ETEEN PIPE ND ONRETE. ONRETE MUST E POURED GINST UNDISTURED SOIL. DO NOT PLE NY ONRETE UNDER PIPE. OVER DO NOT PLE NY ONRETE UNDER PIPE 4 ID 4 ID NOTE: ONRETE MUST E POURED GINST UNDISTURED SOIL PLN PIPE DI. D K MIN. OVER K 4" 3 " '-0" 6" 4 " '-" 3'-0" 6" 6 " 9" 9" 4 " '-" 3'-0" 8" 0" 3" '-0" 4 " '-" 3'-0" 0" '- " -- '-3" 4 " '-4" 3'-0" " '-4 " -- '-6" 6" '-8" 4'-0" 4" '-4 " -- '-9" 6" '-8" 4'-0" 6" '-7" -- '-0" 6" '-0" 4'-0" 8" '-9 " -- '-3" 6" '-4" 4'-0" 0" '-" -- '-6" 6" '-4" 5'-0" 4" '-3" -- 3'-0" 7" '-0" 5'-0" OVER SETION "D" TYPIL TEE THRUST LOK SETION "" PIPE DI. D K MIN. OVER 4" 6" '-8" 6" 4 " '-0" 3'-0" 6" '-0" '-7" 9" 4 " '-9" 3'-0" 8" '-3" '-6" '-0" 4 " '-9" 3'-0" 0" '-" '-" '-3" 4 " '-" 3'-0" " '-6" '-0" '-6" 6" '-" 4'-0" 4" '-6" '-" '-9" 6" '-0" 4'-0" 6" '-" '-0" '-0" 6" '-" 4'-0" 8" 3'-4" 0" '-3" 6" '-" 4'-0" 0" 3'-6" " '-6" 6" '-3" 5'-0" 4" 4'-3" 8" 3'-0" 7" '-5" 5'-0" D D PLN STNDRD DETILS SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: NTS -3_DETILS.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 P

14 ID/ + 6" F '-6" ID/ + 6" '-3" LERTVILLE, L GDSDEN, L HOOVER, L HUNTSVILLE, L NDLUSI, L UURN, L DOTHN, L 3 8" X " ORTEN STRP E #5 8" O, E ( " PIPE & LRGER ) ID/ + 8" 3 4" NHOR OLT / HEX NUT ID/ + 0" 6" 6" '-0" 8" 3 8" X " ORTEN STRP 3 4" NHOR OLT / HEX NUT 47 MRTLING ROD LERTVILLE, L 3595 P.O. OX 079 (35950) PH: (56) FX: (56) '-0" '-0" K:\Projects\\3\9603 ulm an o. ater Dept. 00 ond Issue\Drawings\Trim ble Pum p Station\-3_DETILS.dgn PIPE DI. 4" - 8" 6'-0" MIN. 3'-0" MIN. '-6" 0" & " 8'-0" MIN. 4'-0" MIN. '-8" 6" - 4" 0'-0" MIN. 5'-0" MIN. '-0" E ELEVTION ID + 8 ELEVTION NOTE: ONRETE TO E POURED GINST UNDISTURED SOIL. UNDISTURED SOIL 3" LER D/ + 0" SETION "E" DETILS - TYPIL THRUST LOK FOR UPRD VERTIL ENDS #5 8"O, E, EF This document and its contents are property of DG Engineers & ssociates, Inc. and may not be distributed, reused, or modified without permission. SETION DETIL - TYPIL LONGITUDINL NHOR NY ONRETE UNDER PIPE. PPLIES ONLY HERE PIPE IS TO E TERMINTED F ELEVTION NOTE: RP PIPE / POLYETHYLENE TO PREVENT ONTT ETEEN PIPE ND ONRETE. ONRETE MUST E POURED GINST UNDISTURED SOIL. DO NOT PLE #5 8"O, E, EF DOULE RETINER GLNDS 6'-0" M.J. PLUG UNDISTURED SOIL HND EXVTE IN RE OF ONRETE THRUST LOK ' - 0" MIN. SETION "F" DETILS - TYPIL THRUST LOK FOR DONRD VERTIL ENDS 3 INSTLL 4" EYE OLT / END HOOK FOR FUTURE REMOVL OF THRUST LOK. #4 6"O, E M.J. PLUG ELL O.D. PLUS ' - 0" MIN. DETIL - PIPE TERMINTION THRUST LOK '-0" LL REINF. #5 8" O STNDRD DETILS SLE: DTE: DRN Y: REVIEED Y: Q REVIEER: 3 NTS -3_DETILS.dgn PROJET NO: TRIMLE PUMP STTION UPGRDE ULLMN OUNTY TER DEPRTMENT ULLM N, OUNTY, LM L M L I ENSED No. 738 PROFESSIONL JMESG.HTIOOD OTOER 07 P

15 GENERL NOTES:. ONTRTOR SHLL OORDINTE ETEEN RHITETURL, STRUTURL, MEHNIL, ELETRIL ND OTHER DRINGS. NY DISREPNIES OR ONFLITS (INLUDING DIMENSIONL ONFLITS) ETEEN DRINGS OF DIFFERENT DISIPLINES SHLL E ROUGHT TO THE TTENTION OF THE RHITET. ONTRTOR SHLL NOT PROEED ITH SHOP DRING PREPRTION OR NY ONSTRUTION UNTIL THE RHITET HS GIVEN DIRETION OF RESOLUTION OF THE DISREPNY OR ONFLIT.. ONSTRUTION METHODS, SEQUENES ND PROEDURES RE THE ONTRTOR'S RESPONSIILITY. THE ONTRTOR SHLL TKE NEESSRY PREUTIONS TO PROTET ND MINTIN THE STRUTURL INTEGRITY OF LL NE ND EXISTING ONSTRUTION T LL STGES. THE ONTRTOR SHLL OMPLY ITH LL PPLILE SFETY ND ERETION REQUIREMENTS OF LL GOVERNING PULI GENIES DURING ONSTRUTION. THE ONTRTOR SHLL E RESPONSILE FOR PROTETING THE DJENT PROPERTY ND RODYS ITH SHORING OR OTHER NEESSRY MENS. 3. ONTRTOR SHLL OORDINTE ITH THE RHITETURL, MEHNIL, PLUMING, IVIL ND ELETRIL DRINGS ND VERIFY THE LOTIONS ND SIZES OF HSES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS ND OTHER PROJET REQUIREMENTS. 4. USE MNUFTURER'S ERTIFIED DRINGS, DETILS ND SPEIFITIONS FOR EQUIPMENT NHORGE ND INSTLLTION. 5. LL ONSTRUTION JOINTS SHON ON THE STRUTURL DRINGS SHLL E INORPORTED INTO THE STRUTURE. DDITIONL ONSTRUTION JOINTS TO FILITTE ONSTRUTION SHLL E LOTED ND DETILED ON THE SHOP DRINGS FOR REVIE. 6. STRUTURL MEMERS & ONNETIONS SHON, HVE EEN DESIGNED TO RRY IN PLE DESIGN LODS ONLY. THE ONTRTOR SHLL E RESPONSILE FOR THE SUPPORT OF NY DDITIONL LODS ND FORES IMPOSED DURING ONSTRUTION, TRUKING, ERETING ND HNDLING. 7. THE ONTRTOR SHLL ENSURE THT ONSTRUTION LODS DO NOT EXEED THE DESIGN LIVE LODS INDITED ON THE STRUTURL DRINGS ND THT THESE LODS RE NOT PUT ON THE STRUTURL MEMERS PRIOR TO THE TIME THT THE ONRETE REHES THE FULL SPEIFIED DESIGN STRENGTH, STEEL MEMERS & THEIR ONNETIONS RE FULLY OLTED ND / OR ELDED, ND LL OTHER FRMING MEMERS ND THEIR ONNETIONS RE IN PLE. 8. LL THE ONTRTOR'S PROPOSED SUSTITUTIONS MUST E PPROVED Y RHITET/ENGINEER PRIOR TO FRITION OR NY PERTINENT ORK. 9. THE DETILS DESIGNTED S "TYPIL DETILS" ND THE SETIONS PPLY GENERLLY TO THE DRINGS IN RES HERE ONDITIONS RE SIMILR TO THOSE DESRIED OR DEPITED, UNLESS SPEIFILLY NOTED OTHERISE. 0. LL DIMENSIONS SHON TKE PREEDENE OVER SLE SHON ON PLNS, SETIONS, ND DETILS. DO NOT SLE THE DRINGS.. ELM HS NOT REVIEED FOR SUITILITY OR DEQUY NY PORTION OF THIS PROJET NOT SPEIFILLY DEPITED ND DETILED IN THESE DRINGS. ELM'S SERVIES HVE EEN PERFORMED UNDER THE PRESUMPTION THT THE REMINING PORTIONS OF THE ORK ILL E DESIGNED, SPEIFIED ND/OR ONSTRUTED TO MEET OR EXEED THE REQUIREMENTS OF THE JURISDITION'S UILDING ODE. HERE SUH ELEMENTS HVE EEN GENERILLY INDITED IN THESE DRINGS, THEY HVE EEN SHON ONLY FOR THE ONTRTOR'S REFERENE. ONRETE:. ONRETE SHEDULES ITEM 8 DY OMPRESSIVE STRENGTH. ONRETE FILL FOR MSONRY 3000 PSI GROUT / 8" TO " SLUMP (STM 09 OR STM 476). LL OTHER ONRETE 3000 PSI NORML EIGHT. ONRETE OVER OVER REINFORING (U.N.O.). ST GINST ND PERMNENTLY EXPOSED TO ERTH: 3 IN.. EXPOSED TO ERTH OR ETHER: #6 ND LRGER IN. #5 ND SMLLER / IN.. NOT EXPOSED TO ERTH OR ETHER: SLS, LLS, JOISTS: #4 ND LRGER: / IN. # ND SMLLER: 3/4 IN. EMS, OLUMNS: STIRRUPS, SPIRLS, ND TIES: / IN. PRIMRY REINFOREMENT: IN. 3. ONRETING OPERTIONS SHLL OMPLY ITH I 7 ND I LL REINFORING SHLL ONFORM TO THE LTEST REVISION OF STM SPEIFITION 65. GRDE LL REINFORING SHLL E DETILED IN ORDNE ITH..I. STNDRD NO REINFORING R SHLL E ELDED IN NY MNNER. SHOP DRINGS & SUMITTLS:. STRUTURL DRINGS INDITE TYPIL ND ERTIN SPEIFI ONDITIONS ONLY. LL ONDITIONS SHLL E DETILED ON THE SHOP DRINGS IN ORDNE ITH SPEIFIED STNDRDS ND THE SPEIFI REQUIREMENTS OF THIS PROJET S INDITED ON THE DRINGS.. LL SHOP DRINGS SHLL E NELY PREPRED. REPRODUTIONS OF ONTRT STRUTURL DRINGS FOR USE S ERETION DRINGS ILL NOT E PERMITTED. SHOULD SHOP DRING SUMITTLS ONTIN NY REPRODUTIONS OF ONTRT STRUTURL DRINGS, THEY ILL E REJETED ND RETURNED ITHOUT ENGINEER REVIE. LIENSE TO USE NY PORTION OR LL OF THE STRUTURL D FILES FOR THE LIMITED PURPOSE OF SSISTING THE ONTRTOR'S PREPRTION OF SHOP DRINGS FOR SUMITTL MY E OTINED FROM THE STRUTURL ENGINEER UNDER STNDRD FORM OF GREEMENT FOR FEE OF $ ONTRTOR SHLL REVIE LL SUMITTLS ND STMP ITH PPROVL PRIOR TO SUMISSION TO RHITET/ ENGINEER. SHOP DRINGS REEIVED Y RHITET/ENGINEER THT HVE NOT EEN HEKED ND OORDINTED Y THE ONTRTOR ILL E RETURNED ITHOUT RHITET/ENGINEER'S REVIE. 4. ONTRTOR SHLL SUMIT SHOP DRINGS IN ELETRONI (PDF) FORMT ONLY (INSTED OF PPER OPIES). THESE ILL E REVIEED ND RETURNED Y THE STRUTURL ENGINEER IN PDF FORMT ONLY. LLO TO EEKS FOR THE REVIE OF EH SUMITTL. STRUTURL STEEL:. LL STRUTURL STEEL IDE FLNGE SHPES SHLL ONFORM TO STM 99. LL STRUTURL STEEL PLTES, NGLES ND HNNELS SHLL ONFORM TO STM LL STRUTURL STEEL TUING SHLL ONFORM TO STM 500, GRDE 4. FRITION ND ERETION SHLL ONFORM TO IS ODE OF STNDRD PRTIE. SUMIT SHOP & ERETION DRINGS FOR REVIE, INLUDING THE REQUIRED ONNETION DESIGN INFORMTION DESRIED ELO. SUMITTLS THT RE SUSTNTILLY INOMPLETE ILL E REJETED ITHOUT REVIE. 5. LL STRUTURL STEEL ONNETIONS NOT SPEIFILLY DETILED ON THE DRINGS SHLL E DESIGNED Y THE FRITOR, UNDER THE DIRET SUPERVISION OF PROFESSIONL ENGINEER REGISTERED IN TH E STTE OF LM TO RESIST THE FORES INDITED. UNLESS STMPED Y THE FRITOR'S ENGINEER, THE SHOP DRINGS SHLL INLUDE SELED LETTER FROM THE FRITOR'S ENGINEER ERTIFYING THT THE ONNETIONS SHON IN THE SHOP DRINGS RE DEQUTE FOR THE REQUIRED LODS. DO NOT SUMIT LULTIONS EXEPT HERE SPEIFILLY REQUESTED. 6. LL ONNETIONS SHLL E DESIGNED USING THE LLOLE STRESS DESIGN (SD) METHOD. LL RETIONS SHON OR LULTED SHLL E SERVIE-LOD LEVEL FORES, UNLESS NOTED. 7. ELDED ONNETIONS (S D.): E70XX ELETRODES, E308XX FOR STINLESS STEEL (S D.6). THIKNESS OF ELDS SHLL E S SHON, SPEIFIED OR REQUIRED, UT NOT LESS THN 3/6" FILLET ELD. 8. OLTED ONNETIONS: ERING TYPE 35-N, SNUG-TIGHT IN ORDNE ITH IS "SPEIFITION FOR STRUTURL JOINTS USING STM 35 OR 490 OLTS", U.N.O. OLTS THROUGH 4" IDE EM FLNGES SHLL E 5/8" DIMETER. OTHER OLTS SHLL E 3/4" OR " DIMETER S REQUIRED. 9. LL EXPOSED EXTERIOR STRUTURL STEEL SHLL E HOT-DIP GLVNIZED IN ORDNE ITH STM 43, STM 3/53, STM 384 & STM 385. HERE GLVNIZING IS USED, TOUH UP LL ELDS, HOLES ND DMGE TO GLVNIZING IN ORDNE ITH STM 780. EXISTING ONSTRUTION:. THE ONTRTOR IS RESPONSILE FOR PROTETING ND MINTINING THE STRUTURL INTEGRITY OF THE EXISTING UILDING T THE INTERFE ONNETIONS DURING LL STGES OF ONSTRUTION.. THE ONTRTOR IS RESPONSILE FOR THE DESIGN OF LL TEMPORRY SHORING REQUIRED TO SUPPORT THE EXISTING UILDING UNTIL PERMNENT STRUTURL SUPPORT S SHON HS EEN INSTLLED. 3. ONNETIONS, DDITIONS ND LTERTIONS S SHON TO EXISTING UILDING RE SED ON VISUL OSERVTION OF THE PROJET SITE ND ON INFORMTION PROVIDED Y THE LIENT. 4. THE ONTRTOR SHLL FIELD-VERIFY LL DIMENSIONS, ELEVTIONS, ND ONDITIONS SHON PRIOR TO FRITION/ONSTRUTION. THIS INFORMTION SHLL E INORPORTED INTO THE SHOP DRINGS PRIOR SUMITTING TO RHITET/ENGINEER FOR REVIE. 5. IF EXISTING ONDITIONS DIFFER FROM THE ONDITIONS SHON IN THE DRINGS OR SSUMED FOR DESIGN, THE RHITET/ENGINEER SHLL E NOTIFIED OF LL DISREPNIES, LLOED TO EXMINE THE S-UILT ONDITION, ND MODIFY THE DESIGN S REQUIRED. LIGHTGUGE METL FRMING:. STRUTURL PROPERTIES OF METL STUDS SHLL E OMPUTED IN ORDNE ITH ISI "SPEIFITION FOR DESIGN OF OLD-FORMED STEEL STRUTURL MEMERS".. INSTLL FRMING USING LL RING, ONNETION DETILS, ND DOOR/INDO HEDERS S REOMMENDED Y THE STUD MNUFTURER FOR LOD-ERING ND/OR URTINLL STUDS, UNLESS NOTED OTHERISE. 3. MEMERS DESIGNTED S 0 G. ND 8 G. SHLL E 33 KSI, UNLESS NOTED. MEMERS DESIGNTED S 6G., 4 G. ND G. SHLL E 50 KSI, UNLESS NOTED. 4. OTTOM TRKS & STNDRD TOP TRKS SHLL MTH STUD GUGE. TOP DEFLETION TRKS, HERE REQUIRED, SHLL E ONE GUGE THIKNESS HEVIER THN THE STUDS. 5. LL LL STUDS, TRK, RIDGING ND ESSORIES SHLL E FORMED FROM STEEL HVING G60 GLVNIZED OTING MEETING THE REQUIREMENTS OF STM UNLESS NOTED OTHERISE, MINIMUM TRK FSTENING SHLL E.77" DIMETER PODER TUTED FSTENERS 8" O.. ITH " MINIMUM PENETRTION INTO ONRETE. 7. SPLIES RE NOT PERMITTED IN STUDS, JOISTS, RFTERS, HEDERS OR EMS. TRK SPLIES SHLL E SEURELY NHORED TO OMMON ELEMENT (i.e., STUD OR HEDER) OR UTT-ELDED TOGETHER. 8. UNIFORM ERING SURFE SHLL E PROVIDED ENETH THE OTTOM TRK IN LOD-ERING LLS. INSTLL LOD-ERING SHIMS OR GROUT ETEEN THE UNDERSIDE OF THE OTTOM TRK ND THE TOP OF SL OR FOUNDTION LL T LOTIONS ITH GP LRGER THN /8" TO ENSURE UNIFORM ERING SURFE ON SUPPORTING ONRETE OR MSONRY ONSTRUTION. 9. STUDS SHLL HVE FULL ERING GINST THE INSIDE TRK E TOP ND OTTOM (/6" MX. GP). STUDS MUST E UT SQURE. 0. MINIMUM OF 0" OF UN-PUNHED STEEL IS REQUIRED T OTH ENDS OF STUDS (NO PUNHING HOLES OF NY SIZE IS PERMITTED IN THESE 0 INHES).. OTH STUD FLNGES MUST E TTHED TO TRK T TOP & OTTOM ITH # SRES OR ELD.. INSTLL OLD-FORMED STEEL FRMING LEVEL, PLUM, ND TRUE TO LINE TO MXIMUM LLOLE TOLERNE VRITION OF /8 INH IN 0 FEET. 3. PROVIDE PERMNENT LTERL RIDGING T LL LOD-ERING/URTINLL STUDS. RIDGING SHLL E /" R HNNEL IN 3 5/8" OR 4" STUDS ND /" R IN 6" STUDS. RIDGING SHLL E SPED T NO MORE THN 4'-0" O.. VERTILLY T PPROXIMTELY THE THIRD POINT VERTILLY. LTERL RIDGING MUST E SEURED ITH SRES OR ELDS EFORE XIL LOD IS PPLIED. 4. FULL-HEIGHT STUDS ON EH SIDE OF LL OPENINGS SHLL E EQUL TO / OF THE INTERRUPTED STUDS PLUS ONE STUD T EH SIDE. USE MINIMUM OF TO () STUDS EH SIDE. ONNET JM STUDS TOGETHER ITH 6" LONG PIEES OF TRK OF GUGE EQUL TO THE STUDS T THE JM STUD QURTER POINTS. ONNET EH PIEE OF TRK TO EH STUD ITH #0 SRES. OTHERISE, ELD STUD FLNGES TOGETHER ITH FILLET ELDS, " TOP & OTTOM & 4" O.. OTH SIDES IN ETEEN. 5. HEDERS SHLL TRNSFER LL SHER Y FULL ERING ON JK STUDS OR Y SHER PLTES. SHER PLTES SHLL E 6 G. MINIMUM. TTH LIP L'S TOP & OTTOM OF HEDERS T EH END. 6. FIELD ELDING OF MTERIL LESS THN 8 G. SHLL NOT E PERMITTED. ELDS SHLL E PERFORMED Y OPERTORS QULIFIED IN ORDNE ITH SETION 6.0 OF THE S "STRUTURL ELDING ODE-SHEET METL" (S D.3). LL ELDS SHLL E TOUHED UP ITH ZIN RIH PINT. 7. LL SHETHING, UNLESS NOTED: 5/3" MIN. THIKNESS P RTED (3/6) PLYOOD OR OS, EXPOSURE, ON OTH FES ITH LONG EDGES OF PNEL PERPENDIULR TO STUDS. PNEL EDGES SHLL E FULLY LOKED ITH MINIMUM OF /" IDE HORIZONTL LOKING OF THE SME MTERIL ND THIKNESS S THE TRK ND STUDS. 8. SHETHING FSTENING, UNLESS NOTED: NO. 8 x INH UGLE HED SRE PLED T 6 INHES T LL FOUR PNEL EDGES ND T INHES T INTERMEDITE MEMERS. SRES SHLL E PLED MINIMUM OF 3/8" FROM PNEL EDGES. POST-INSTLLED NHORS & EPOXY DOELS :. POST-INSTLLED NHORS OR DOELS SHLL NOT E USED HERE ST-IN-PLE NHORS RE INDITED, UNLESS PPROVED Y THE STRUTURL ENGINEER FOR SPEIFI INSTNES. THE GENERL ONTRTOR SHLL E SOLELY RESPONSILE FOR NY INRESE IN OST DUE TO THE SUSTITUTION OR TO THE DDITIONL MONITORING, TESTING ND RE-TESTING REQUIRED PER THE NOTES ELO.. SRE-TYPE NHORS SHLL E "KIK HUS-EZ" Y HILTI, OR "TITEN-HD" Y SIMPSON. LL SUSTITUTIONS MUST E PPROVED Y THE STRUTURL ENGINEER. MINIMUM EMEDMENT DEPTHS SHLL E 6 /4" EMED FOR 3/4"Ø, OR 4 /4" EMED FOR /" SRE NHORS, UNLESS NOTED DIFFERENTLY ON THE DRINGS. 3. EPOXY NHORS SHLL E "HIT-HY 00 ITH HIT-Z ROD" Y HILTI. FOR EPOXY NHORS, THREDED ROD ND RER EMEDMENT SHLL E x DIMETER OF ROD OR R, UNLESS NOTED DIFFERENTLY ON THE DRINGS, UT NOT MORE THN (MEMER THIKNESS - "). 4. NHORS MY NOT E INSTLLED IN OR ITHIN /4" OF VERTIL OR HORIZONTL MORTR JOINTS. 5. EPOXY NHORS/DOELS & SRE-TYPE NHORS SHLL E INSTLLED IN STRIT ORDNE ITH MNUFTURER'S MOST REENT INSTLLTION INSTRUTIONS ND REOMMENDTIONS. IF THE MNUFTURER'S REOMMENDTIONS ONFLIT ITH THE ONTRT DRINGS, THE MOST RESTRITIVE REQUIREMENT SHLL GOVERN. 6. THE GENERL ONTRTOR SHLL MINTIN ON-SITE (FOR REFERENE Y THE INSTLLER, THE TESTING GENT/SPEIL INSPETOR ND THE UILDING OFFIIL) THE FOLLOING INFORMTION FOR EH SPEIFI POST-INSTLLED NHOR PRODUT: MNUFTURER'S MOST REENT INSTLLTION INSTRUTIONS, PERFORMNE DT ND I-ES EVLUTION REPORTS. 7. LL SRE-TYPE NHORS ND EPOXY NHORS/DOELS SHLL E INSTLLED UNDER THE DIRET MONITORING OF THE TESTING GENT, ND SHLL E OORDINTED Y THE GENERL ONTRTOR. THE TESTING GENT MUST VERIFY ND INLUDE IN THEIR REPORTS LL OF THE FOLLOING ITEMS FOR EH NHOR/DOEL:. LOTION OF THE NHOR VERSUS EDGE DISTNE ND SPING REQUIREMENTS. DRILL IT TYPE ND SIZE. HOLE DEPTH D. HOLE LENING TEHNIQUE (VERY IMPORTNT) E. NHOR/DOEL TYPE F. NHOR/DOEL SIZE G. NHOR/DOEL EMEDMENT H. NHOR/DOEL INSTLLTION PROEDURE, INLUDING EXPIRTION DTE & PROPER DISPENSING FOR DHESIVES, SE MTERIL TEMPERTURE ND MINIMUM TORQUES FOR MEHNIL NHORS IF PPLILE 8. POST-INSTLLED NHORS ND DOELS THT RE INSTLLED ITHOUT DIRET MONITORING S DESRIED OVE SHLL E ONSIDERED S NON-ONFORMING ORK ND ILL E REJETED, UNLESS THE ONER'S TESTING GENT N SUESSFULLY DEMONSTRTE THE TENSION PITY OF THE NHORS/DOELS USING PPROPRITE STM STNDRD TEST METHODS. S MINIMUM, 5% OF THE INSTLLED NHORS/DOELS IN QUESTION SHLL E HOSEN T RNDOM FOR PROOF LODING. IF NY NHOR/DOEL FILS, 00% OF THE NHORS/DOELS SHLL THEN E TESTED. FILED NHORS MUST E RE-INSTLLED ND RE-TESTED UNTIL LISTED TENSION LOD IS HIEVED. THESE NHORS SHLL E TESTED FOR TENSION FORE NOT LESS THN 5% OF THE THE MNUFTURER'S LISTED LLOLE TENSION LOD FOR THE SPEIFIED EMEDMENT. TO E DEEMED EPTLE, NHORS/DOELS MUST HVE NO VISILE INDITIONS OF MOVEMENT DURING OR FTER THE PPLITION OF THE PROOF LOD. THE GENERL ONTRTOR SHLL E SOLELY RESPONSILE FOR THE OST OF PROOF TESTING, RE-INSTLLTIONS ND DMGE REPIR. 9. NHORS SHLL E INSTLLED PERPENDIULR TO THE FE OF THE ONRETE REEIVING THE NHOR. THE MXIMUM LLOLE DEVITION FROM PERPENDIULR SHLL E 0 DEGREES. LL NHORS INSTLLED OUTSIDE OF THIS TOLERNE SHLL E DEEMED UNEPTLE. 0. IF OVERSIZED OR SLOTTED HOLES RE PROVIDED IN THE PLTE, THE ONTRTOR SHLL ELD /4" PLTE SHERS TO THE PLTE. 7. SPLIES FOR REINFORING RE SHON SPEIFILLY ON STRUTURL DRINGS. DDITIONL SPLIES TO FILITTE ONSTRUTION SHLL E LSS "" TENSION LP SPLIES. 6. IF ONDITIONS RE ENOUNTERED DURING ONSTRUTION HIH REQUIRE THE REMOVL OF EXISTING LOD-ERING ONSTRUTION NOT SHON ON THE STRUTURL DRINGS, THE RHITET ND THE STRUTURL ENGINEER SHLL E NOTIFIED PRIOR TO REMOVL. ONRETE MSONRY:. MSONRY ONSTRUTION SHLL ONFORM TO I 530. SPEIFITION. 7. EXEPT HERE NE PERMNENT LODS OR OMPONENTS HVE EEN DDED S SHON IN THE STRUTURL DRINGS, THE EXISTING STRUTURE HS NOT EEN NLYZED Y EHOLS, LINDSEY & MOORE STRUTURL ENGINEERS, IN.. MSONRY OMPRESSIVE STRENGTH (f'm) SHLL E 500 PSI SED ON THE UNIT STRENGTH METHOD OR VERIFIED Y PRISM TESTS IN ORDNE ITH STM MORTR SHLL E TYPE S OR M. DESIGN RITERI: FILE:695 Structural.dwg T:S.0 PD:4/4/07 0:9 M P:laude Moore 4. REINFORING RS SHLL ONFORM TO STM 65, GRDE LOK FILL SHLL E GROUT ITH N 8" TO " SLUMP, PROPORTIONED PER STM 476 OR TTINING 3000 PSI T 8 DYS PER STM 09. DO NOT USE MORTR S LOK FILL. 6. LL GROUT SHLL E ONSOLIDTED T TIME OF PLEMENT USING LO-VELOITY MEHNIL VIRTOR ITH 3/4-INH HED. RE-ONSOLIDTE GROUT FTER INITIL TER LOSS ND SETTLEMENT HS OURRED. DO NOT PLE NEXT LIFT OF GROUT UNTIL LOER LIFT HS EEN RE-ONSOLIDTED.. UILDING ODES ND STNDRDS:. MERIN ONRETE INSTITUTE, I 38. MERIN INSTITUTE OF STEEL ONSTRUTION, IS. MERIN ELDING SOIETY, S 80 Regal Drive S Suite Huntsville, L 3580 Phone: Structural Engineers, Inc. Project No. 695

16 S3.0 DJUST DISTNE TO NE ROUGH OPENING TO OUR T MU MORTR JOINT 9x0 T EH JM / 3/4" DI. x 4" EMED SRE 8" O.. INTO GROUTED ELLS S3.0 6'-4" R.O. SL INFILL PER SETION FLOOR PLN /4" = '-0" METL DOORS, OPERLE ROUND HOIST EM PENETRTION REINFORE LOK ELLS DJENT TO NE OPENING / #5 VERT & GROUT SOLID UP TO OND EM S3.0 HEK FOR UNDER-SL VOIDS FTER REMOVING EXISTING EQUIPMENT & GROUT SOLID IF NY RE FOUND NE STEEL POST PER SETION DEMO DOOR DEMO LLS & PTH SL TO LEVEL INFILL EXISTING PORH / LT. GGE STUD FRMING & RIK VENEER EXISTING POST TO REMIN PROVIDE P PL. 3"x0"x3/8" ELDED TO 9x0 VERT FOR ELDED SUPPORT OF NE HEDER EM 6'-8" 0x33 HEDER 5'-0" +/- ( FIELD VERIFY) ROOF FRMING PLN /4" = '-0" EXISTING RIDGE S3.0 EXISTING OOD FRMING T ROOF FILE:695 Structural.dwg T:S.0 PD:4/4/07 0:0 M P:laude Moore 80 Regal Drive S Suite Huntsville, L 3580 Phone: Structural Engineers, Inc. Project No. 695

17 L3x3x/4 x 6" EH FE (HOIST STOP) REMOVE RIK T NE OPENING. IF REPLEMENT OF RIK IS REQ'D, SUPPORT ITH L3 /x3 /x/4 LOOSE LINTEL, ER 4" EH END REMOVE ND REPLE SOFFIT & FSI S REQ'D TO INSTLL NE DOOR OPENING SHORING NOTE: PRIOR TO UTTING NE DOOR OPENING, THE G.. IS RESPONSILE FOR TEMPORRILY SHORING THE EXISTING ROOF STRUTURE & PROTETING THE UILDING INTEGRITY UNTIL INSTLLTION OF HEDER EM HS EEN OMPLETED Sx50 HOIST EM - GLVNIZED (3 TON HOIST MX.) 6'-8" FE OF EXISTING RIK VENEER EYOND NE OPENING OVERUT NE OPENING TO 4" ELO FIN. FLOOR & POUR-K NE SL (SLOPE Y FROM DOOR THRESHOLD) MU EYOND NE OPENING (VERTIL STEEL HNNEL NOT SHON) SEURE MU TO STEEL HEDER / ONT. L5x3x/4 (LLV) / /" DI. HILTI HL SLEEVE 6" O.. INTO MU (DISONTINUE OR NOTH L T STIFF. PL's 0x33 HEDER EM, ER 3" ON STEEL HNNEL/P PL. & ELD T EH JM. INSTLL SNUG TO UNDERSIDE OF REMINING MU OURSE OVE, ND DRY PK VOIDS ITH NON-SHRINK GROUT () /4" FITTED STIFF. PL'S EH SIDE, ITHIN " OF OLTS TTH HOIST EM TO HEDER EM / (4) 5/8" 490 OLTS / EVELED SHERS. LO-TITE NUTS. 9x0 T EH JM / 3/4" DI. x 4" EMED SRE 8" O.. INTO GROUTED ELLS T 9x0 VERT. HNNEL EYOND #5 ONT. / #4 6" O.., DRILL & EPOXY INTO EXISTING SL 7'-6" +/- LER 6'-4" +/- HOOK HEIGHT L3x3x/4 x 6" EH FE (HOIST STOP) P PL. 5x/x0" HSS4x4x/4 POST EXISTING MU & RIK LL 3/6" 3" SE PL. 5x/x0" / () /" DI. HILTI HL SLEEVE NHORS INTO EXIST. SL EXISTING ROOF FRMING 0'-0" +/- T.O.. EH SIDE OF POST: L3x3x/4 x 7" / () /" DI. HILTI HL SLEEVE NHORS INTO MU, SNUG L GINST EH FE OF POST UT DO NOT ELD EH SIDE OF POST: L3x3x/4 x " / () /" DI. HILTI HL SLEEVE NHORS INTO MU, ELD TO POST S SHON 0'-0" FIN. FLR. REMOVE ND REPLE SOFFIT & FSI S REQ'D TO INSTLL NE DOOR OPENING 0'-0" +/- RIK VENEER TO MTH EXISTING RIK LL SHETHING ORD SREED TO STUDS EXISTING ROOF FRMING SSUMED STEEL OR OOD EM ONDITION LT. GGE DEFLETION TRK, TTH TO UNDERSIDE OF EXISTING EM STEEL POST EYOND TO REMIN LT. GGE STUD LL (3 5/8" x 5/8" x 8 G. 6" O..), PROVIDE HEDER OVE NE DOOR OPENING PINTED GYPSUM ORD SREED TO STUDS LT. GGE OTTOM TRK, TTH TO SL / 0.45" DI. PF's T 8" O.. 0'-0" FIN. FLR. " 4" 8" SSUMED EXISTING SL ONDITION EXISTING SL & FOUNDTION (SSUMED ONDITIONS SHON) #5 ONT. '-0" 6" EMED #4 DOELS T 6" O.., DRILL & EPOXY INTO EXISTING ONRETE FILE:695 Structural.dwg T:S3.0 PD:4/4/07 0:0 M P:laude Moore SETION S3.0 3/4" = '-0" SETION S3.0 3/4" = '-0" 80 Regal Drive S Suite Huntsville, L 3580 Phone: Structural Engineers, Inc. Project No. 695

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