SUWANNEE COUNTY SCHOOL BOARD SUWANNEE HIGH SCHOOL COURTYARD RENOVATION 100% CONSTRUCTION DOCUMENTS FOR BID

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1 SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION 00% ONSTRUTION DOUMENTS OR BID

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12 PROVIDE LBOR ND MTERILS TO PROVIDE OMPLETE ND OPERTIONL PLUMBING SYSTEM S INDITED DRWING PKGE BY MEHNIL ND ELETRIL ENGINEERS SHLL BE ONSIDERED PRT O THESE PROJET DOUMENTS B GENERL LL WORK SHLL OMPLY WITH THE RULES ND REGULTIONS S STTED BELOW: LORID BUILDING ODE PLUMBING - 00 EDITION LOL UTHORITY HVING JURISDITION PLUMBING SPEIITIONS 7 THERML INSULTION LL INSULTION ND DHESIVES SHLL HVE OMPOSITE IRE ND SMOKE HZRD RTING S TESTED BY PROEDURE STM E8, NP, ND UL 7 NOT EEEDING LME SPRED RTING O ND SMOKE DEVELOPED RTING O 0 B INSULTE LL BOVE GROUND HORIZONTL ONDENSTE DRIN LINES WITH MINIMUM O /" THIK LEIBLE OMED PLSTI UNIELLULR TUBE INSULTION INSULTION SHLL BE SLIPPED ONTO THE PIPE BEORE INL JOINING 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom 00 B VISIT THE SITE PRIOR TO STRT O WORK TO BEOME MILIR WITH PROJET ONDITIONS ND EISTING SERVIES BSIS O THE DRWINGS INORMTION ON EISTING ONDITIONS SHOWN ON THESE DRWINGS RE BSED ON IELD OBSERVTION ND VILBLE EISTING DOUMENTS ONTRTOR TO VERIY ET IELD ONDITIONS BEORE OMMENING WORK BEORE ORDERING OR PLING NEW OMPONENTS, IELD MESURE ND VERIY REQUIREMENTS OR ET DIMENSIONS ITEMS REQUIRING MODIITION TO THOSE SHOWN ON THESE DRWINGS SHLL BE BROUGHT TO THE TTENTION O THE ENGINEER IN TIMELY SHION PROVIDE ND INSTLL NEW PLUMBING SYSTEM OR NEW SPE PROVIDE LL PIPING, ITURES, EQUIPMENT ND PPURTENNES TO OMPLETE PLUMBING WORK OORDINTE PLUMBING UTILITIES WITH EISTING DRWINGS DEVITIONS ROM ITURE ND EQUIPMENT BSIS O DESIGN IS EPTBLE I EQUL ND WITH PPROVL O OWNER/ENGINEER 8 PLUMBING EQUIPMENT 9 LL PIPE INSULTION SHLL BE PPLIED TO PIPING WITH LL JOINTS TIGHTLY ITTED TO ELIMINTE VOIDS LL JOINTS MUST BE SELED WITH THE MNUTURER'S REOMMENDED SELNT INSTLL EQUIPMENT IN ORDNE WITH MNUTURER'S WRITTEN INSTRUTIONS INSTLL UNITS LEVEL ND PLUMB, IRMLY NHORED IN LOTIONS INDITED, MINTIN MNUTURER'S LERNES PLUMBING PIPES ND VLVES DOMESTI WTER OPPER PIPING PROVIDE OPPER TYPE "K" PIPING ND ITTINGS BELOW SLB "LED REE SOLDERED JOINTS" PROVIDE OPPER TYPE "L" PIPING ND ITTINGS BOVE SLB "LED REE SOLDERED JOINTS" 00 DIRT ND DUST ONTROL SREEN O LL RES WHERE ONSTRUTION IS TO TKE PLE ROM THE RES TO REMIN INHBITED INHBITED RES SHLL REMIN DUST ND DEBRIS REE DURING ONSTRUTION LEN NY RES OUTSIDE DESIGNTED ONSTRUTION RE WHIH MY HVE BEOME SOILED DUE TO ONSTRUTION VLVES PROVIDE BLL VLVES NIBO SERIES 8-70 B PROVIDE BLNING VLVES GRISWOLD -989 HEK VLVES, ROUGH BRSS, REGRINDING BRONZE DIS - STOKHM B-; B-09 OR EQUL 00 EISTING STORM PIPE TO REMIN 00 6 B USE O THE SPE DISRUPTION O SERVIES OR NEESSRY WORK OR TIE-INS TO WTER SERVIE, ELETRIL POWER, SNITRY LINES, ET, SHLL BE KEPT TO MINIMUM WITH DVNED SHEDULES ESTBLISHED ND STISTORY TO THE OWNER INSTLLTION NOTES PENETRTIONS, UTTING ND PTHING SEL LL PIPING ND ONDUIT PENETRTIONS O WLLS ND LOORS PIPING PENETRTIONS O RTED WLLS ND LOORS SHLL BE SELED WITH IRESTOPPING MTERIL HNGERS ND SUPPORTS INSTLL HNGERS, SUPPORTS, LMPS, ND TTHMENTS S REQUIRED TO PROPERLY SUPPORT PIPING ND DUTWORK TO BUILDING STRUTURE INSTLL SUPPORTS IN OMPLINE WITH MSS SP-69 ND TORY BRITED IN ORDNE WITH MSS SP-8 LL OMPONENTS SHLL INLUDE GLVNIZED OTINGS WHERE INSTLLED OR PIPING ND EQUIPMENT THT WILL NOT HVE IELD PPLIED INISH 0 SNITRY SEWER ND VENTS B TESTING, DJUSTING, ND BLNING STERILIZTION PROVIDE POLYVINYL HLORIDE (PV) SHEDULE 0 PLSTI PIPE (TYPE DWV) IN ONORMNE WITH STNDRD STM D66 PROVIDE OPPER DWV TUBING OR LL EPOSED WSTE PIPING PER STNDRD STM B7 PINT SILVER PROVIDE HUBLESS ST IRON SOIL PIPE ND ITTINGS, HUBLESS PIPING OUPLING ND OUPLED JOINTS PROVIDE TESTING O THE PLUMBING SYSTEM IN ORDNE, WITH THE LORID BUILDING ODE PLUMBING B BLNE DOMESTI HOTWTER SYSTEM DOMESTI WTER PIPING SHLL BE THOROUGHLY LUSHED OUT ND STERILIZED IN ORDNE WITH THE LORID BUILDING ODE PLUMBING E NEW OURTYRD 00 /"ø D ODE INORMTION /"ø D LL WORK SHLL OMPLY WITH 00 LORID BUILDING ODE ORDINNES ND OTHER STTE, OUNTY, ITY ND LOL ODES ND ORDINNES, NP ODES, ENERGY ODES ND LL OTHER PPLIBLE ODES ND REQUIREMENTS THIS ONTRTOR SHLL INQUIRE INTO ND OMPLY WITH HELTH ODES, NP ODES, ENERGY ODES ND LL OTHER PPLIBLE ODES ND REQUIREMENTS THIS ONTRTOR SHLL INQUIRE INTO ND OMPLY WITH LL PPLIBLE ODES, ORDINNES, ND REGULTIONS THIS ONTRTOR SHLL INLUDE IN THE BID NY HNGES REQUIRED BY ODES ND I THESE HNGES RE NOT INLUDED IN THE BID, THEY MUST BE QULIIED S SEPRTE LINE ITEM IN THE BID TER ONTRT IS ISSUED, NO DDITIONL OST DUE TO ODE ISSUES SHLL BE REIMBURSED TO THE ONTRTOR NEW ORRIDOR "ø D 00B "ø D GENERL NOTES /9/0 8::0 M :\Local Revit Projects_J_Mulhollan\Revit 0 Projects\00-SUWNEE HS OURTYRD ENLOSURE\00-SUWNNEE HS -MEP-LOL-RVTrvt THE PLUMBING INSTLLTION SHLL OMPLY WITH LL STTE ND LOL ODES UTILITIES ND SERVIES INDITED RE TKEN ROM LIMITED S-BUILT REORDS ND IELD INVESTIGTIONS UNORSEEN ONDITIONS PROBBLY EIST ND NEW WORK MY NOT BE IELD LOTED ETLY S SHOWN ON DRWINGS OOPERTION WITH OTHER TRDES IN ROUTING ND BURIL DEPTHS, S DETERMINED DURING ONSTRUTION, WILL BE NEESSRY IELD VERIY EISTING INSTLLTIONS MODIY EISTING PLUMBING SYSTEMS, WHIH RE TO REMIN TIVE, TO ILITTE REONNETION ND ETENSION O THE NEW WORK NOTIY OWNER T LEST HOURS PRIOR TO INTERRUPTING EISTING SERVIE SHEDULE DISONNETION ND TIE-INS TO MINIMIZE DISRUPTION O SERVIES SERVIES RE NOT TO BE LET DISRUPTED DURING NON-NORML ONTRTOR WORKING HOURS PLNS RE NOT OMPLETELY TO SLE PIPE ROUTING SHOWN IS SHEMTI ND IS NOT INTENDED TO INDITE ET ROUTING ONTRTOR SHLL PROVIDE NY LERNES VERIY STRUTURL, MEHNIL ND ELETRIL INSTLLTIONS ND OTHER POTENTIL OBSTRUTIONS ND ROUTE PIPING TO VOID INTERERENES ONEL PIPING BOVE EILINGS, WITHIN WLLS OR HSES EEPT IN MEHNIL ROOMS OR S SPEIILLY NOTED PROVIDE ESS PNELS OR LL VLVES ONELED IN WLLS OR BOVE NON- ESSIBLE EILINGS SLEEVE ND/OR IRESTOP LL PENETRTIONS THROUGH RTED WLLS, EILINGS, ND LOORS WITH U/L LISTED SSEMBLIES IRESTOP SSEMBLIES SHLL BE EQUL TO OR EEED THE RTING O THE WLL, EILING OR LOOR SEE RHITETURL DRWINGS OR INL INISHES LSH ND OUNTER-LSH ROO PENETRTIONS PROVIDE OUNDTION PD PENETRTION SLEEVES LLOW " MINIMUM LERNE BETWEEN SLEEVE INSIDE SURE ND PIPE ETERIOR PROVIDE N IR GP, WHEN REQUIRED BY ODE, SERVING INDIVIDUL ITURES, DEVIES, PPLINES ND PPRTUS MOUNT WLL HYDRNTS " BOVE INISHED GRDE PROVIDE LENOUTS IN ORDNE WITH LL STTE ND LOL ODES INSTLL LENOUT WITH OVER LUSH TO INISH SURE PROVIDE WLL LENOUTS T BSE O EH SNITRY ND STORM RISER MOUNT LENOUT " OORDINTE PIPING WITH LL ELETRIL EQUIPMENT (PNELS, TRNSORMERS, ET) PRIOR TO NY INSTLLTION DO NOT ROUTE NY PIPING OVER NY ELETRIL PNELS UNDER NY IRUMSTNES NY PIPING RUN OVER PNELS SHLL BE RE-ROUTED T NO DDITIONL OST ONTRTOR SHLL BE RESPONSIBLE OR LOTING ND VERIYING LL EISTING UTILITIES BELOW GRDE PRIOR TO ONSTRUTION ONTRTOR SHLL OORDINTE WITH THE UTILITY OMPNIES TO RELOTE NY EISTING UTILITIES THT MY INTERERE WITH THE PROPOSED ONSTRUTION ONTRTOR SHLL LL "LORID ONE LL" T SUN-SHINE 8 HOURS BEORE DIGGING PROVIDE SHEDULED MTERILS OR ITURE TYPE OR PPROVED EQUL EISTING HOSE BIBB REERENE IMGE /" = '-0" DRIN EISTING DRIN ND LENOUT IMGE /8" = '-0" LEN OUT 009 PLUMBING LOOR PLN /8" = '-0" REERENE NOTES EEPT HILD RES ND STOR # 09 REMOVE EISTING HOSE BIBB ND W PIPING BK TO POINT BOVE DJENT EILING PTH WLL S REQUIRED REMOVE EISTING YRD DRIN ND ELBOW LEN PIPE ND PREPRE OR NEW ONNETION SUPP INST ND TRINING # 00 NEW " ONDENSTE DRIN PIPE UP 7'-0" IN EISTING BLOK WLL EISTING ONDENSTE DRINS ROM UNITS TO SET BK INTO WLL ND TERMINTE INDIRETLY TO NEW DRIN ONDENSTE PIPE Justin P Mulhollan, PE lorida License #767 0 RHITETS IN SSOITION ROOD ND ZWIK, IN SKILLS DEVELOPMENT LB # 0 00 REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENO PINE VE, SW LIVE OK, LORID PLUMBING LOOR PLN MP JPM JPM RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () job no P-0

13 SYMBOL DESRIPTION SYMBOL DESRIPTION SYMBOL DESRIPTION SYMBOL DESRIPTION M- M TS P T H BD 0 + _ -EILING DIUSER, ROUND NEK (EILING DIUSERS RE -WY THROW UNO) -ROUND DIUSER -EILING RETURN -EILING EHUST -EILING DIUSER, RETNGULR OR SQURE NEK (EILING DIUSERS RE -WY THROW UNO) -SUPPLY REGISTER OR GRILLE (VERTIL MOUNT, SIDEWLL) -RETURN/EHUST REGISTER OR GRILLE (VERTIL MOUNT, SIDEWLL) -REVISION REERENE -DETIL REERENE: TOP-DETIL#, BOTTOM-DRWING# SHOWN ON -THERMOSTT/TEMPERTURE SENSOR -HUMIDISTT/HUMIDITY SENSOR -DUT SMOKE DETETOR -ONNET TO EISTING -DEMOLISH TO POINT INDITED -MOTORIZED ONTROL DMPER -TEMPERTURE SENSOR -PRESSURE SENSOR -BKDRT DMPER -NEUTRL RELTIVE PRESSURE -POSITIVE RELTIVE PRESSURE -NEGTIVE RELTIVE PRESSURE S- M M U x8ø x x HV SYMBOL LEGEND -IRE DMPER (WITH ESS PNEL) -IRE & SMOKE DMPER (WITH ESS PNEL) -EISTING IRE DMPER TO REMIN -EISTING IRE & SMOKE DMPER TO REMIN -SOUND TTENUTOR -MOTOR OPERTED ONTROL DMPER (MOD) -IR LOW MESURING STTION -MNUL BLNING DMPER -DOOR GRILLE -UNDERUT DOOR -ESS DOORS, VERTIL OR HORIZONTL -STINLESS STEEL DUTWORK -LEIBLE ONNETION -LT OVL DUT -NEW DUTWORK, IRST DIMENSION IS SIDE SHOWN -EISTING DUTWORK TO REMIN UP DN -TERMINL UNIT, VRIBLE/ONSTNT IR VOLUME WITH ELETRI HET -TERMINL UNIT, VRIBLE/ONSTNT IR VOLUME WITH ELETRI HET -TERMINL UNIT, VRIBLE/ONSTNT IR VOLUME, N POWERED -TERMINL UNIT, VRIBLE/ONSTNT IR VOLUME, N POWERED, WITH ELETRI HET -ELETRI DUT HETER (W/ PNEL LERNE) -HYDRONI REHET OIL -INLINE ENTRIUGL N -PKGED TERMINL IR ONDITIONER (PT) -HNGE O ELEVTION -LEIBLE DUT -TRNSITION, ONENTRI -TRNSITION, EENTRI D R HU P BOP BHP BTU h c D T V P T M U DD DN ET ESP EWT U D L PM GPM KW LT LWT -DJUSTBLE REQUENY DRIVE -BOVE INISHED LOOR -BOVE INISHED ROO -IR HNDLING UNIT -ESS PNEL -BOTTOM O PIPE -BRKE HORSEPOWER -BRITISH THERML UNIT -ENTER LINE -M (UBI EET PER MINUTE) -EILING DIUSER -OOLING TOWER -ONSTNT IR VOLUME -HNGE IN PRESSURE -HNGE IN TEMPERTURE -UBI EET PER MINUTE -ONDENSING UNIT -DIRET DIGITL ONTROLS -DOWN -ENTERING IR TEMPERTURE -ETERNL STTI PRESSURE -ENTERING WTER TEMPERTURE -N OIL UNIT -IRE DMPER -INL ILTERS -ULL LOD MPS -EET PER MINUTE -GLLONS PER MINUTE -KILOWTT HV BBREVITIONS -LEVING IR TEMPERTURE -LEVING WTER TEMPERTURE SYMBOL LD MBH M MOP MOD N NO NTS O OL PRV PRS PSI PSIG PT PV R RH RHP RPM RS/L RTU S SP TSP UNO V/PH VV VD -LINER DIUSER -NORMLLY OPEN -NOT TO SLE -OUTSIDE IR DESRIPTION -THOUSND BTUs PER HOUR -MINIMUM IRUIT MPS -MIMUM OVER URRENT PROTETION -MOTOR OPERTED ONTROL DMPER (MOD) -NORMLLY LOSED -OUTSIDE IR LOUVER -PRESSURE REDUING VLVE -PRESSURE REDUING STTION -POUNDS PER SQURE INH -PSI GUGE -PKGED TERMINL IR ONDITIONER -POLYVINYL HLORIDE PIPE -RETURN IR -REHET OIL -ROOTOP HET PUMP -REVOLUTIONS PER MINUTE -RERIGERNT SUTION & LIQUID LINES -ROOTOP IR HNDLING UNIT -SUPPLY IR -STTI PRESSURE -TOTL STTI PRESSURE -UNLESS NOTED OTHERWISE -VOLTS/PHSE -VRIBLE IR VOLUME -VRIBLE REQUENY DRIVE HV GENERL NOTES ONNETION TO EQUIPMENT SHLL BE VERIIED WITH MNUTURER'S ERTIIED DRWINGS TRNSITIONS TO LL EQUIPMENT SHLL BE VERIIED ND PROVIDED OR EQUIPMENT URNISHED DIMENSIONS SHLL BE IELD-VERIIED ND OORDINTED PRIOR TO PROUREMENT OR BRITION OORDINTE THE WORK WITH OTHER TRDES INVOLVED IELD MODIITIONS SUH S OSETS IN PIPING OR DUTWORK (INLUDING DIVIDED DUTWORK) NEEDED DUE TO OBSTRUTIONS OR INTERERENES SHLL BE PROVIDED T NO DDITIONL OST OR PROJETS INVOLVING RENOVTION, OORDINTE NEW WORK WITH EISTING ELEMENTS SUH S THE BUILDING STRUTURE ND RHITETURL ETURES, SPRINKLER PIPING, LIGHTS, PLUMBING, ND ELETRIL ONDUIT DUT ONSTRUTION SHLL BE IN ORDNE WITH THE LTEST EDITION O THE SMN HV DUT ONSTRUTION STNDRD SEE SPEIITIONS OR GUGES, THIKNESS, BRING, REQUIREMENTS, ET, O DUTWORK PROVIDE IR TURNING VNES IN LL 90 DEGREE RETNGULR DUT ELBOWS 6 DUT SIZES ND LL OPENINGS THROUGH BUILDING ONSTRUTION SHLL SUIT EQUIPMENT URNISHED 7 OORDINTE DIUSER, GRILLE ND REGISTER LOTIONS WITH RHITETURL RELETED EILING PLNS ND EQUIPMENT O LL TRDES 8 LOTE THERMOSTTS, TEMPERTURE SENSORS, HUMIDISTTS, ND HUMIDITY SENSORS T 8" BOVE INISHED LOOR UNLESS NOTED OTHERWISE OORDINTE LOTIONS WITH OTHER EQUIPMENT, URNITURE, ND DOOR SWINGS 9 LL EQUIPMENT, DUTWORK, ET, SHLL BE SUPPORTED S DETILED ND/OR SPEIIED PROVIDE DDITIONL SUPPORTS S REQUIRED TO PROVIDE VIBRTION-REE, RIGID INSTLLTION 0 LL DUT SIZES SHOWN RE INSIDE LER DIMENSIONS DMPERS ND INSIDES O DUTS VISIBLE THROUGH GRILLES, REGISTERS ND DIUSERS SHLL BE PINTED LT BLK REER TO TYPIL DETILS OR PIPING ND INSTLLTION O EQUIPMENT TRPPED ONDENSTE DRINS ROM LL MEHNIL EQUIPMENT SHLL BE PROVIDED OR PROPER DRINGE TO SUIT EQUIPMENT URNISHED ESS PNELS IN DUTWORK ND EILINGS SHLL BE PROVIDED WHERE REQUIRED OR OPERTION, BLNING OR MINTENNE O LL MEHNIL EQUIPMENT LL DUTWORK ND PIPING IS SHOWN SHEMTILLY PROVIDE LL TRNSITIONS, TURNING VNES, ELBOWS, ITTINGS, ET, TO LLOW SMOOTH LOWS LL SPLIT DUT ITTINGS SHLL TRNSITION TO ULL SIZE O THE SUM O BOTH BRNHES, UPSTREM O SPLIT 6 PROVIDE ONRETE HOUSEKEEPING PD UNDER LL LOOR-MOUNTED EQUIPMENT REER TO SPEIITIONS OR DETILED REQUIREMENTS 7 VERIY INISH WITH RHITET PRIOR TO PURHSING GRILLES, REGISTERS, DIUSERS, LOUVERS ND OTHER IR DISTRIBUTION DEVIES 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom 00 -SHEET NOTE LLOUT -SHEET NOTE LLOUT -SHEET NOTE LLOUT -EILING MOUNTED ESS DOOR -SQURE THROT ELBOW W/TURNING VNES DOWN x x UP W/IN LOOR -EISTING DUTWORK TO BE REMOVED -DUT ELBOW, POSITIVE PRESSURE (SUPPLY), IRST DIMENSION INDITES SIDE TO WHIH RROW IS POINTING -DUT ELBOW, EHUST -DUT ELBOW, NEGTIVE PRESSURE, RETURN -DUT ELBOW UP THROUGH ROO OR SLB BOVE 0x8 x8 8Ø -TRNSITION, SQURE TO ROUND -SQURE THROT TEE -RDIUS TEE 8 PROVIDE LEIBLE DUT ONNETIONS ON LL DUTWORK ONNETING TO EH N, IR HNDLING UNITS, ND N OIL UNITS 9 PROVIDE TRNSITIONS T DIUSER NEKS S REQUIRED TO MTH SIZES O LE DUTS TO BE ONNETED 0 INTERRUPTIONS TO EISTING SERVIES SHLL BE SHEDULED OR TIMES OTHER THN NORML OPERTING HOURS (SUH S NIGHTS ND WEEKENDS) SUH INTERRUPTIONS TO SERVIES SHLL NOT BE MDE WITHOUT THE PRIOR WRITTEN ONSENT O THE OWNER'S REPRESENTTIVE ND PROPER OORDINTION WITH OTHER TRDES PRE-WORK SHLL BE PERORMED TO MKE THE SHUTDOWN PERIOD S BRIE S POSSIBLE LL EQUIPMENT, DUTWORK, ET, TO BE REMOVED SHLL REMIN PROPERTY O THE OWNER OR DISPOSED O LEGLLY, S DIRETED BY OWNER /9/0 8::0 M :\Local Revit Projects_J_Mulhollan\Revit 0 Projects\00-SUWNEE HS OURTYRD ENLOSURE\00-SUWNNEE HS -MEP-LOL-RVTrvt SYMBOL WS WR HWS HWR D R P HWR HWS HPS MPS LPS HPR MPR LPR RL RS D D -RDIUS ELBOW -RETNGULR/ROUND BRNH TKE-O OR ROUND/ROUND BRNH TKE-O -EHUST DUT UP THROUGH SLB W/ N ON ROO BOVE -EHUST N ON ROO W/ DUT DOWN THROUGH ROO DESRIPTION -ONDENSER WTER SUPPLY -ONDENSER WTER RETURN -HILLED WTER SUPPLY -HILLED WTER RETURN -ONDENSTE -ONDENSTE RETURN -PUMPED ONDENSTE -HOT WTER RETURN -HOT WTER SUPPLY -HIGH PRESSURE STEM SUPPLY -MEDIUM PRESSURE STEM SUPPLY -LOW PRESSURE STEM SUPPLY -HIGH PRESSURE STEM RETURN -MEDIUM PRESSURE STEM RETURN -LOW PRESSURE STEM RETURN -RERIGERNT LIQUID -RERIGERNT SUTION -TEE, OUTLET DOWN -TEE, OUTLET UP - PIPE RISE (R) / DROP (D) -PIPE NHORS -ONENTRI REDUER -EENTRI REDUER SYMBOL DESRIPTION -RETNGULR DUT SETION UP, POSITIVE PRESSURE, SUPPLY OR OUTSIDE IR -RETNGULR DUT SETION UP, NEGTIVE PRESSURE, RETURN -RETNGULR DUT SETION UP, EHUST -ROUND DUT SETION UP -LT OVL DUT SETION UP HV PIPING SYMBOL LEGEND -LOW DIRETION -GTE VLVE -BLL VLVE -LIBRTING BLNING VLVE -BUTTERLY VLVE -GS OK -UNION -STRINER -ONTROL VLVE S -SOLENOID VLVE -PSI REG -HEK VLVE -LOW SWITH -SLOPE DIRETION (DOWN) -LE ONNETION -OS&Y GTE VLVE -STEM TRP -THREE-WY ONTROL VLVE -THERMOMETER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MY NOT PERTIN TO THIS PROJET SYMBOL EQUIP MV M M -RETNGLE-TO-ROUND TKE-O -STNDRD BRNH TKE-O -SPIN-IN TKE-O DESRIPTION - P-TRP -TWO-WY HEK VLVE -MNUL VENT -PRESSURE GUGE -RELIE VLVE -LOW METER -WTER METER -INLINE PUMP -INLINE PUMP -VLVE ON RISER -P -ONNETION, BOTTOM -ONNETION, TOP -OUPLING -ELBOW, 90 -ELBOW, -ELBOW, TURNED DOWN -ELBOW, TURNED UP HV EQUIPMENT TGS HU NUMBER TERMINL UNIT TYPE HU- RH-- VTU - VRIBLE TERMINL UNIT TU - ONSTNT TERMINL UNIT PTU - PRLLEL TERMINL UNIT STU - SERIES TERMINL UNIT 00 TG M HU NUMBER OIL NUMBER VRIBLE/ONSTNT IR VOLUME TERMINL UNITS VTU-- -IR DISTRIBUTION DEVIE -IR HNDLING UNIT -REHET OIL HU NUMBER TERMINL NUMBER MINTIN LERNE O MINIMUM O 6" BETWEEN DUTWORK, PIPING, EQUIPMENT, ET, ND LL IRE RTED ND IRE/SMOKE RTED PRTITIONS, TO LLOW OR INSPETIONS O RTED WLLS LOTE LL OUTSIDE IR INTKES MINIMUM O 0' LER ROM LL PLUMBING VENTS ND EHUST IR DISHRGE LOTIONS DUT RUNOUTS TO DIUSERS SHLL MTH THE SIZE O THE DIUSER NEK WTER PRESSURE DROPS THROUGH OIL ONTROL VLVES SHLL NOT EEED PSI 6 UNLESS OTHERWISE NOTED, LL EQUIPMENT ND VLVE DRINS SHLL BE INDEPENDENTLY PIPED ULL SIZE TO THE NEREST PLUMBING DRIN 7 SLEEVE ND SEL LL PIPING PENETRTIONS THROUGH BUILDING PRTITIONS PROVIDE MNUL IR VENTS T LL HIGH POINTS IN HILLED WTER ND HOT WTER PIPING 8 PIPING, DUTWORK, LEK PROTETION PPRTUS, OR OTHER EQUIPMENT OREIGN TO ELETRIL SWITHBORDS, PNELBORDS, DISTRIBUTION BORDS, OR MOTOR ONTROL ENTERS SHLL NOT BE INSTLLED WITHIN THE REQUIRED SPE OR WORKING LERNES OR DEDITED SPES O THE ELETRIL EQUIPMENT, ETENDING IN RONT O ND ROM LOOR TO STRUTURL EILING WITH WIDTH ND DEPTH O THE ELETRIL EQUIPMENT IN ORDNE WITH NE-06 Justin P Mulhollan, PE lorida License #767 0 RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENO PINE VE, SW LIVE OK, LORID MEHNIL SYMBOLS LEGEND ND NOTES JPM JHM JPM RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () job no M-00

14 87 Dixon Boulevard ocoa, L 9 Phone: ax: wwwtlc-engineerscom 0 SIM DETIL NUMBER SHEET NUMBER T/ '-" DETIL NUMBER SHEET NUMBER STRUTURL SYMBOLS ND LEGEND SETION / DETIL MRK PLN / DETIL MRK ELEVTION MRK SPN DIRETION NORTH RROW OLUMN GRID LINE IP ONRETE OLUMN BOVE STRUTURL BBREVITIONS BBREV BBREVITION LB POUND I MERIN ONRETE INSTITUTE LGTH LENGTH DD DDITIVE LL LIVE LOD DDL DDITIONL LLH LONG LEG HORIZONTL BOVE INISHED LOOR LLV LONG LEG VERTIL IS MERIN INSTITUTE O STEEL ONSTRUTION LONG LONGITUDINL ISI MERIN IRON ND STEEL INSTITUTE LSL LMINTED STRND LUMBER LT LTERNTE/LTERNTIVE LT WT LIGHT WEIGHT LUM LUMINUM LVL LMINTED VENEER LUMBER RH RHITETURE/RHITETURL STM MERIN SOIETY O TESTING MTERILS MTL MTERIL WS MERIN WELDING SOIETY M MIMUM MB MSONRY BEM B/ BOTTOM O M MISELLNEOUS HNNEL/MSONRY OLUMN B BOTTOM HORD ETENSION MEH MEHNIL BLDG BUILDING MET METL BLK BLOK MR MNUTURE/MNUTURER BM BEM MID MIDDLE BOT BOTTOM MIN MINIMUM BP BSE PLTE/BERING PLTE MIS MISELLNEOUS BRG BERING MO MSONRY OPENING BTWN BETWEEN MPH MILES PER HOUR SHEET # S- S- S- S- S- S- S- S- S- STRUTURL SHEET INDE SHEET TITLE STRUTURL SYMBOLS ND LEGEND STRUTURL NOTES STRUTURL NOTES & WIND LOD DIGRM OUNDTION PLN ROO RMING PLN SETIONS ND DETILS SETIONS ND DETILS SETIONS ND DETILS SETIONS ND DETILS opyright 0 TL Engineering for rchitecture, Inc O # 00 //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt STEP OUNDTION S '-0" '-" P- M 0 SLOPE RUN '-" 60 WLL TYPES RISE ROO JOIST BEM ROO JOIST STEP HEIGHT - REESS OR STEP IN SLB SLOPED SURE PITHED ROO PLN NOTE MOMENT ONNETION JOIST BERING ELEVTION BOLTED JOIST ONNETION STEPPED OUNDTION OLUMN ND OUNDTION TYPE MRKS NOTE: SYMBOLS ND LEGEND SHOWN RE GENERI ND DO NOT NEESSRILY INDITE TUL OURRENES IN THESE DRWINGS SPOT ELEVTION, TYPILLY TOP O ITEM TGGED (T/WLL, T/OUNDTION, ET) PNEL TYPE SEE SHEDULE WLL TYPE DESIGNTION TG INRESED LOOR LOD RE IN PS LOD BERING MSONRY WLL NON-LOD BERING MSONRY WLL TILT-UP/PREST ONRETE WLL IP ONRETE WLL STUD WLL (0) (0) Wx [6] c=" W6x9 (90) c=" PORTION O TOTL NUMBER O WELDED STUDS TO BE SPED EQULLY BETWEEN INTERSETING BEMS INTERSETING BEM, SIZE DESIGNTION (0) TILT-UP/PREST ONRETE OLUMN BOVE ONRETE OLUMN BELOW METL DEK ONRETE SLB ON METL DEK ELEVTED ST-IN-PLE ONRETE SLB PREST ONRETE PLNK ELEVTED ST-IN-PLE ONRETE SLB WOOD SHETHING NUMBER O WELDED STUDS SPED EQULLY LONG BEM SIZE DESIGNTION MOUNT O MIDSPN MBER, UP MOUNT O MID-SPN MBER, (0) OMPOSITE BEM DESIGNTION TOTL NUMBER O WELDED STUDS OMPOSITE STEEL GIRDER DESIGNTION B IP J L LR M MU O OL ON ONT ONN ONST OORD SJ TR TRD Y DEPT DET DI DIG DIM DIST DL DN DWG E EE E EHP EJ ELE EL, ELEV ENGR EOD EOR EQ SP ES EW EIST EP ET D DN IN IN GR LR S T TG G GLV GB G GEN GL GS HD HDG HORIZ HS HSS HT I ID I IN INT JST JT K KL KSI KWY HNNEL ONRETE BEM ONRETE OLUMN UBI EET (OOT) ST IN PLE ONTRTION JOINT ENTERLINE LER/LERNE ONRETE MSONRY ONRETE MSONRY UNIT OMPNY OLUMN ONRETE ONTINUOUS ONNETION ONSTRUTION OORDINTE ONSTRUTION JOINT ENTER ENTERED UBI YRD DEPRTMENT DETIL DIMETER DIGONL DIMENSION DISTNE DED LOD DOWN DRWING EH EH END EH E EMERGENY HURRINE PROTETION RE EPNSION JOINT ELETRI/ELETRIL ELEVTION ENGINEER EDGE O DEK ENGINEER O REORD EQUL SPED EH SIDE EH WY EISTING EPNSION ETERIOR OUNDTION LOOR DRIN OUNDTION INISHED LOOR INISH INISH GRDE LOOR R SIDE EET/OOT OOTING GGE/GUGE GLVNIZED GRDE BEM GENERL ONTRTOR GENERL GRID LINE GLVNIZED STEEL HOT DIPPED HOT DIPPED GLVNIZED HORIZONTL HEDED STUD NHOR HOLLOW STRUTURL SETION HEIGHT MOMENT O INERTI INSIDE DIMETER INSIDE E INH INTERIOR JOIST JOINT KIP (000 LB) KIPS PER LINEL OOT KIPS PER SQURE INH KEYWY NGVD NTIONL GEODETI VERTIL DTUM NI NOT IN ONTRT NO NUMBER NS NER SIDE NTS NOT TO SLE O ON ENTERS OD OUTSIDE DIMETER O OUTSIDE E OPNG OPENING OPP OPPOSITE OSB ORIENTED STRND BORD P/ PREST ONRETE/PILE P P/T POST TENSIONED PR PRLLEL PB PREST ONRETE BEM P PREST ONRETE OLUMN P POUNDS PER UBI EET PEMB PRE-ENGINEERED METL BUILDING PEN PENETRTION PJ PNEL JOINT ENTERLINE PL PLTE PL POUNDS PER LINER OOT PLMG PLUMBING PLY PLYWOOD PREB PREBRITED PS POUNDS PER SQURE OOT PSI POUNDS PER SQURE INH PSL PRLLEL STRND LUMBER PT PRESSURE TRETED R/W REINORED WITH RD ROO DRIN RE REERENE REIN REINORING REQD REQUIRED REV REVISION RTU ROO TOP UNIT SB SOIT BEM SHED SHEDULE S SQURE EET S STRIP OUNDTION SIM SIMILR SP SPE/SPES SPES SPEIITIONS SQ SQURE SS STINLESS STEEL STD STNDRD STI STIENER STL STEEL STRUT STRUTURL SYM SYMMETRIL T/ TOP O TB TIE BEM T&B TOP ND BOTTOM T TOP HORD ETENSION TDS TURN DOWN SLB TE THIKENED EDGE TEMP TEMPERTURE TENS TENSION THD THRED/THREDED THK THIK TOL TOLERNE TRNS TRNSVERSE TS TUBE STEEL TS THIKENED SLB TW THIKENED WLL OUNDTION TYP TYPIL UNO UNLESS NOTED OTHERWISE VERT VERTIL VOL VOLUME W WIDE LNGE SETION W/ WITH W/O WITHOUT WD WOOD W WLL OOTING WP WTERPROO WP WORKING POINT WS WELDED STUD WT WEIGHT/STRUTURL TEE SETION WW WELDED WIRE T DESIGNTION # POUNDS / REBR SIZE NUMBER +/- PLUS OR MINUS L NGLE L ENTER LINE & ND Sx SETION MODULUS Ix MOMENT O INERTI GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID STRUTURL SYMBOLS ND LEGEND MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

15 000 GENERL NOTES: STRUTURL DRWINGS SHLL BE USED IN ONJUNTION WITH PROJET SPEIITIONS ND RHITETURL, MEHNIL, ELETRIL, PLUMBING, ND SITE DRWINGS ONSULT THESE DRWINGS OR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS ND LOTIONS, EMBEDDED ITEMS ND OTHER DETILS NOT SHOWN ON STRUTURL DRWINGS DIMENSIONS ND ONDITIONS MUST BE VERIIED IN THE IELD NY DISREPNIES SHLL BE BROUGHT TO THE TTENTION O THE ENGINEER O REORD BEORE PROEEDING WITH THE ETED PRT O THE WORK NO STRUTURL MEMBER OR OMPONENT SHLL BE UT, NOTHED, OR OTHERWISE LTERED UNLESS PPROVED IN WRITING BY THE ENGINEER O REORD THE ONTRTOR SHLL BE RESPONSIBLE OR NY ND LL OSTS INURRED BY THE ENGINEER O REORD OR REVIEW O NY SUH DEVITIONS DO NOT SLE DRWINGS THE STRUTURE IS DESIGNED TO BE SEL-SUPPORTING ND STBLE TER THE BUILDING IS OMPLETE IT IS THE ONTRTOR'S RESPONSIBILITY TO DETERMINE ERETION PROEDURES ND SEQUENE TO ENSURE SETY O THE BUILDING ND ITS OMPONENTS DURING ERETION THIS INLUDES THE DDITION O NEESSRY SHORING, SHEETING, TEMPORRY BRING, GUYS OR TIEDOWNS 6 DETILS LBELED "TYPIL DETILS" ON THE DRWINGS SHLL PPLY TO LL SITUTIONS OURRING ON THE PROJET THT RE THE SME OR SIMILR TO THOSE SPEIILLY DETILED THE PPLIBILITY O THE DETIL TO ITS LOTION ON THE DRWINGS N BE DETERMINED BY THE TITLE O DETIL SUH DETILS SHLL PPLY WHETHER OR NOT THEY RE REERENED T EH LOTION QUESTIONS REGRDING PPLIBILITY O TYPIL DETILS SHLL BE DETERMINED BY THE ENGINEER O REORD 7 THE GENERL ONTRTOR SHLL OMPRE THE RHITETURL, MEHNIL, ELETRIL, PLUMBING, IVIL ND STRUTURL DRWINGS ND REPORT NY DISREPNIES BETWEEN EH SET O DRWINGS ND WITHIN EH SET O DRWINGS TO THE RHITET ND ENGINEER O REORD PRIOR TO THE BRITION ND INSTLLTION O NY STRUTURL MEMBERS 8 THE ONTRT STRUTURL DRWINGS ND SPEIITIONS REPRESENT THE INISHED STRUTURE, ND DO NOT INDITE THE METHOD OR MENS O ONSTRUTION THE ONTRTOR SHLL SUPERVISE ND DIRET THE WORK ND SHLL BE SOLELY RESPONSIBLE OR LL ONSTRUTION MENS, METHODS, PROEDURES, TEHNIQUES, SEQUENE ND SETY THE ENGINEER DOES NOT HVE ONTROL OR HRGE O, ND SHLL NOT BE RESPONSIBLE OR, ONSTRUTION MENS, METHODS, TEHNIQUES, SEQUENES, OR PROEDURES, OR SETY PREUTIONS ND PROGRMS IN ONNETION WITH THE WORK, OR THE TS OR OMISSION O THE ONTRTOR, SUBONTRTOR OR NY OTHER PERSONS PERORMING NY O THE WORK, OR OR THE ILURE O NY O THEM TO RRY OUT THE WORK IN ORDNE WITH THE ONTRT DOUMENTS 9 THE STRUTURL ENGINEER'S OBLIGTIONS TO REVIEW SHOP DRWINGS ND OTHER SUBMITTLS ND TO RETURN THEM IN TIMELY MNNER RE ONDITIONED UPON THE PRIOR REVIEW ND PPROVL O THE SHOP DRWINGS OR SUBMITTLS BY THE ONTRTOR S REQUIRED IN THE ONSTRUTION ONTRT ND THE ONTRTOR'S SUBMITTL O THE SHOP DRWINGS ND OTHER SUBMITTLS IN ORDNE WITH WRITTEN SHEDULE DISTRIBUTED IN DVNE TO THE ENGINEER IDENTIYING THE DTES OR THE SUBMITTL O THE VRIOUS SHOP DRWINGS ND SUBMITTLS 0 PERIODI SITE OBSERVTION BY IELD REPRESENTTIVES O TL ENGINEERING OR RHITETURE IS SOLELY OR THE PURPOSE O DETERMINING I THE WORK O THE ONTRTOR IS PROEEDING IN GENERL ORDNE WITH THE STRUTURL ONTRT DOUMENTS THIS LIMITED SITE OBSERVTION SHLL NOT BE ONSTRUED S EHUSTIVE OR ONTINUOUS TO HEK THE QULITY OR QUNTITY O THE WORK LL STRUTURES REQUIRE PERIODI MINTENNE TO EEED LIE SPN ND TO ENSURE STRUTURL INTEGRITY ROM EPOSURE TO THE ENVIRONMENT PLNNED PROGRM O MINTENNE SHLL BE ESTBLISHED BY THE OWNER THIS PROGRM SHLL INLUDE ITEMS SUH S, BUT NOT LIMITED TO, PINTING O STRUTURL STEEL, PROTETIVE OTINGS OR ONRETE, SELNTS, ULKED JOINTS, EPNSION JOINTS, ONTROL JOINTS, SPLLS ND RKS IN ONRETE, ND PRESSURE WSHING O EPOSED STRUTURL ELEMENTS EPOSED TO SLT ENVIRONMENT OR OTHER HRSH HEMILS STRUTURL ENGINEER O REORD IS NOT RESPONSIBLE OR THE DESIGN O STEEL STIRS, HNDRILS, URTIN WLL/WINDOW WLL SYSTEMS, OLD-ORMED STEEL RMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUTURL DOUMENTS SUH SYSTEMS SHLL BE DESIGNED, URNISHED, ND INSTLLED S REQUIRED BY OTHER PORTIONS O THE ONTRT DOUMENTS IN THE PROESSIONL OPINION O TL ENGINEERING OR RHITETURE, IN THE STRUTURL ONTRT DOUMENTS OR THIS PROJET HVE BEEN PREPRED IN ORDNE WITH THE DESIGN RITERI S SET ORTH IN THE LORID BUILDING ODE, 00 EDITION NO PROVISIONS HVE BEEN MDE OR VERTIL OR HORIZONTL EPNSION EEPT S SHOWN ON ONTRT DOUMENTS INISH LOOR ELEVTION (IRST LOOR) O 00'-0" IS USED S REERENE ELEVTION SEE IVIL DRWINGS OR TUL ELEVTION 6 THE USE O REPRODUTIONS O THESE ONTRT DOUMENTS ND USE O D ILES BY NY ONTRTOR, SUBONTRTOR, ERETOR, BRITOR OR MTERIL SUPPLIER IN LIEU O PREPRTION O SHOP DRWINGS SIGNIY HIS EPTNE O LL INORMTION SHOWN HEREON S ORRET, ND OBLIGTES HIMSEL TO NY JOB EPENSE, REL OR IMPLIED, RISING DUE TO NY ERRORS THT MY OUR HEREON 7 IN THE EVENT THT THE STRUTURL ONTRTS DRWINGS ND SPEIITIONS ONLIT ON INORMTION, THE STRUTURL ONTRT DRWINGS SHLL SUPERSEDE THE SPEIITIONS 060 DESIGN LODS: THE STRUTURL SYSTEM OR THIS BUILDING HS BEEN DESIGNED IN ORDNE WITH THE LORID BUILDING ODE, 00 EDITION, ND S SUPPLEMENTED BY LOL MENDMENTS THE OLLOWING SUPERIMPOSED LODINGS HVE BEEN UTILIZED: DED LODS ROO STRUTURE PS ROO STRUTURE W/ LT WT ON INSULTION PS M/E/P LODS PS EILINGS PS STEEL STUDS W/ GYP BORD PRTITIONS 0 PS LIVE LODS ROO 0 PS LOOR (LSSROOM) 0 PS WIND LODS: PER LORID BUILDING ODE, SETION 609 SEE WIND PRESSURE DIGRM OR OMPONENTS ND LDDING PRESSURES ULTIMTE DESIGN WIND SPEED, Vult = 0 MPH ( SE GUST) NOMINL DESIGN WIND SPEED, Vasd = 0 MPH ( SE GUST) RISK TEGORY III EPOSURE IMPT RESISTNT GLSS OR B PPROVED LTERNTIVE IS NOT REQUIRED 0 SHOP DRWING REVIEW: SHOP DRWINGS SHLL DEQUTELY DEPIT THE STRUTURL ELEMENTS ND ONNETIONS SHOWN ON THE ONTRT DOUMENTS SHOP DRWINGS WILL BE REVIEWED OR GENERL OMPLINE WITH THE DESIGN INTENT O THE ONTRT DOUMENTS ONLY IT SHLL BE THE RESPONSIBILITY O THE ONTRTOR TO VERIY OMPLINE WITH THE ONTRT DOUMENTS S TO QUNTITY, LENGTH, ELEVTIONS, DIMENSIONS, ET REVIEW O SUBMITTLS ND SHOP DRWINGS DOES NOT RELIEVE THE ONTRTOR O ULL RESPONSIBILITY OR ERRORS ND OMISSIONS SSOITED WITH THE PREPRTION O THE SHOP DRWINGS SHOP DRWINGS SHLL BE REVIEWED BY THE ONTRTOR ND MRKED "PPROVED" PRIOR TO SUBMITTL TO THE RHITET/ENGINEER NON-ONORMING DRWING SUBMITTLS WILL BE RETURNED WITHOUT REVIEW SHOP DRWING SUBMITTLS SHLL INLUDE, T MINIMUM, ONE GOOD QULITY REPRODUIBLE ND THREE SETS O BLUEPRINTS ONE SET O PRINTS WILL BE RETINED BY THE ENGINEER O REORD, ONE BY THE RHITET, ONE BY THE LOL BUILDING DEPRTMENT (WHERE REQUIRED) ND THE ONTRTOR SHLL MKE PRINTS ROM THE REPRODUIBLE S REQUIRED OR DISTRIBUTION THE ONTRT DOUMENTS WILL GOVERN OVER THE SHOP DRWINGS UNLESS OTHERWISE SPEIIED IN WRITING BY THE ENGINEER O REORD HNGES ND DDITIONS MDE ON RE-SUBMITTLS SHLL BE LERLY LGGED ND NOTED THE PURPOSE O THE RE-SUBMITTLS SHLL BE LERLY NOTED ON THE LETTER O TRNSMITTL RHITET/ENGINEER O REORD REVIEW WILL BE LIMITED TO THOSE ITEMS USING THE RE- SUBMITTL ONTRTOR IS RESPONSIBLE OR OSTS USED BY MULTIPLE RE-SUBMITTLS (MORE THN ONE) T RHITET/ENGINEERS' URRENT HOURLY RTES SHOP DRWINGS OR SPEILTY ENGINEERED PRODUTS: THE OLLOWING SYSTEMS ND OMPONENTS S MINIMUM REQUIRE BRITION ND ERETION DRWINGS PREPRED BY DELEGTED ENGINEER: LIGHT GGE STEEL TRUSSES B OPEN WEB STEEL JOISTS SUBMITTLS SHLL LERLY IDENTIY THE SPEII PROJET ND PPLIBLE ODES, LIST THE DESIGN RITERI, ND SHOW LL DETILS ND DRWINGS NEESSRY OR PROPER BRITION ND INSTLLTION LULTIONS ND SHOP DRWINGS SHLL IDENTIY SPEII PRODUT UTILIZED GENERI PRODUTS WILL NOT BE EPTED SHOP DRWINGS ND LULTIONS SHLL BE PREPRED UNDER THE DIRET SUPERVISION ND ONTROL O THE DELEGTED ENGINEER SHOP DRWINGS ND LULTIONS SHLL BE SIGNED ND SELED BY N ENGINEER REGISTERED IN THE STTE O LORID OMPUTER PRINTOUTS RE N EPTBLE SUBSTITUTE OR MNUL OMPUTTIONS PROVIDED THEY RE OMPNIED BY SUIIENT DESRIPTIVE INORMTION TO PERMIT THEIR PROPER EVLUTION SUH DESRIPTIVE INORMTION SHLL BE SIGNED ND SELED BY N ENGINEER REGISTERED IN THE STTE O LORID S N INDITION THT HE/SHE HS EPTED RESPONSIBILITY OR THE RESULTS THE STRUTURL ENGINEER WILL RETIN ONE SIGNED ND SELED SET OR THEIR REORDS DRWINGS PREPRED SOLELY TO SERVE S GUIDE OR BRITION ND INSTLLTION (SUH S REINORING STEEL SHOP DRWINGS OR STRUTURL STEEL ERETION DRWINGS) ND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEL O DELEGTED ENGINEER 6 TLOG INORMTION ON STNDRD PRODUTS DOES NOT REQUIRE THE SEL O DELEGTED ENGINEER 7 REVIEW BY THE STRUTURL ENGINEER O REORD O SUBMITTLS IS LIMITED TO VERIYING THE OLLOWING: THT THE SPEIIED STRUTURL SUBMITTLS HVE BEEN URNISHED B THT THE STRUTURL SUBMITTLS HVE BEEN SIGNED ND SELED BY THE DELEGTED ENGINEER THT THE DELEGTED ENGINEER HS UNDERSTOOD THE DESIGN INTENT ND HS USED THE SPEIIED STRUTURL RITERI NO DETILED HEK O LULTIONS WILL BE MDE D THT THE ONIGURTION SET ORTH IN THE STRUTURL SUBMITTLS IS ONSISTENT WITH THE ONTRT DOUMENTS NO DETILED HEK O DIMENSIONS OR QUNTITIES WILL BE MDE 8 SUBMITTLS NOT MEETING THE BOVE RITERI WILL NOT BE REVIEWED ND WILL BE RETURNED SUBMITTLS LL SHOP DRWINGS MUST BE REVIEWED ND STMPED PPROVED BY THE GENERL ONTRTOR PRIOR TO SUBMITTL THE GENERL ONTRTOR SHLL SUBMIT OR ENGINEER REVIEW SHOP DRWINGS OR THE OLLOWING ITEMS: STRUTURL STEEL B REINORING STEEL METL ROO DEK D LIGHT GGE STEEL TRUSSES (*) E LIGHT GGESTEEL RMING ONRETE MI DESIGNS ITEMS MRKED (*) SHLL HVE SHOP DRWINGS SELED BY PROESSIONL ENGINEER REGISTERED IN THE STTE O LORID ITEMS MRKED (#) SHLL BE SUBMITTED OR ENGINEERS REORD ONLY MNUTURER'S LITERTURE SUBMIT TWO OPIES O MNUTURER'S LITERTURE OR LL MTERILS ND PRODUTS USED IN ONSTRUTION ON THE PROJET REQUEST OR INTERPRETTION (RI) RI SHLL ORIGINTE WITH ONTRTOR ND SHLL BE SUBMITTED IN THE ORM SPEIIED WITHIN ONTRT DOUMENTS RI SHLL BE SUBMITTED IN PROMPT MNNER S TO VOID DELYS IN ONTRTORS WORK RI SHLL BE SUBMITTED S SPEIIED WITHIN THE ONTRT DOUMENTS ND SHLL BE ORWRDED TO THE ENGINEER VI THE RHITET OR DIRETLY TO THE ENGINEER BY THE ONTRTOR WHEN PPROVED BY THE RHITET ENGINEER SHLL TKE UP TO BUSINESS DYS TO REVIEW ND RETURN RI'S HOWEVER, THE ENGINEER WILL TTEMPT TO EPEDITE THE REVIEW O LL RI'S WITHIN RESONBLE TIME RME RI RESPONSES RE NOT INTENDED TO UTHORIZE NY INRESE IN ONSTRUTION OST, SHEDULE OR TIME ETENSIONS, OR ONSTRUTION IN ONLIT WITH NY PPLIBLE ODES OR SPEIIED DESIGN STNDRDS IT IS THE RESPONSIBILITY O THE ONTRTOR TO NOTIY THE DESIGN TEM IMMEDITELY O NY PEREIVED SOPE, SHEDULE, OR OST IMPTS OR DJUSTMENTS I ONTRTOR REQUESTS NY DDITIONL OST, INRESE IN SHEDULE OR DJUSTMENT IN SOPE, THE ONTRTOR SHLL NOT PROEED WITH DDITIONL WORK UNTIL PPROVED IN WRITING BY THE ONSTRUTION DMINISTRTOR 0 DEMOLITION NOTES: THE ONTRTOR IS REQUIRED TO PROVIDE LL TEMPORRY SOLDING, PLTORMS, BRRIDES, RILINGS, SREENING, ET NEESSRY TO PROTET EISTING ILITIES, STRUTURES ND THE PUBLI DURING DEMOLITION ND ERETION O THE NEW ONSTRUTION, S WELL S OR JOB SETY JOB SETY, ONSTRUTION ND DEMOLITION PROEDURES RE THE SOLE RESPONSIBILITY O THE ONTRTOR THE ONTRTOR IS REQUIRED TO TKE LL PREUTIONS TO MINIMIZE VIBRTION, NOISE, DUST ND DEBRIS IN LL RES DJENT TO RES O DEMOLITION THE ONTRTOR IS REQUIRED TO OORDINTE WITH THE OWNER OR THE TEMPORRY SUSPENSION O USE O NY ILITY OR PORTION THEREO, ND THE SSOITED BRRIDING REQUIREMENTS WITHIN MINIMUM O 7 DYS PRIOR TO OMMENING WORK THE ONTRTOR IS REQUIRED TO PERORM HIS WORK IN MNNER, WHIH WILL NOT ONLIT WITH NY OPERTION, WHIH IS TO REMIN UNTIONL DURING THE OURSE O THE PROJET, UNTIL SUH OPERTION IS SHEDULED TO BE SHUT DOWN THE ONTRTOR IS REQUIRED TO OORDINTE WITH OWNER OR THE TEMPORRY SUSPENSION O USE O NY UTILITY SYSTEM, MINIMUM O DYS PRIOR TO OMMENING WORK T LL LOTIONS WHERE NEW ONSTRUTION WILL INTERE WITH EISTING ELEMENTS, UT THROUGH EISTING STRUTURE IN STRIGHT ND TRUE LINES TO INSURE NET INTERE 6 T LL LOTIONS WHERE THE DEMOLITION O ONRETE MEMBER LEVES THE ENDS O REINORING STEEL EPOSED, PROVIDE THE OLLOWING: HIP ONRETE ROM ROUND THE STEEL TO DEPTH O " B UT O REINORING STEEL NOT LESS THN /" BELOW THE ONRETE SURE ILL THE VITY LUSH WITH HIGH MODULUS GEL EPOY SEE SPEIITION OR EPTED MNUTURERS 7 BEORE DEMOLISHING NY STRUTURL ELEMENT, INSTLL LL REQUIRED TEMPORRY ND/OR PERMNENT BRING ND SUPPORTS 8 PROVIDE TEMPORRY LOSURE O LL ROO SI, WLL ND OTHER OPENINGS TO PROTET BUILDING ROM EPOSURE TO UNDESIRBLE ELEMENTS UNTIL NEW ONSTRUTION IS WETHERPROOED, T WHIH TIME SUH TEMPORRY ONSTRUTION SHLL BE REMOVED LL TEMPORRY ETERIOR WLLS THT RE SUBJET TO WIND LODS RE TO BE DESIGNED BY DELEGTED ENGINEER 9 UPON OMPLETION O NEW ONSTRUTION UNDER EH PHSE, LL DEMOLISHED RES SHLL BE RESTORED TO EPTBLE USGE ORDING TO THE ONTRT DOUMENTS S DETERMINED BY THE /E 0 REMOVE OMPLETELY ROM THE SITE ND LEGLLY DISPOSE LL DEBRIS GENERTED BY THE DEMOLITION WORK S THE WORK PROGRESSES STOKPILING O DEBRIS ND BURNING O DEBRIS ON THE PREMISES IS STRITLY PROHIBITED 0 EISTING STRUTURE: INORMTION SHOWN OR THE EISTING STRUTURE ON THESE DRWINGS WS TKEN ROM IELD OBSERVTIONS BY TL ND RZK PERSONNEL, ND THE ORIGINL ONSTRUTION DRWINGS: PREPRED BY: LEMONS, RUTHERORD ND SSOITES (RHITET) ND NORMN, HOUGH, WILKIE ND LNE ENGINEERING, IN (STRUTURL ENGINEER) ENTITLED: SUWNNEE HIGH SHOOL DTED: 06/09/9 WORK SHOWN ON THESE DRWINGS SSUMES THT THE ORIGINL ONSTRUTION WS PERORMED IN ORDNE WITH THE BOVE INDITED ORIGINL DRWINGS INLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVTIONS, MEMBER SIZES, MTERILS, DETILS, ET IT SHLL BE THE RESPONSIBILITY O THE ONTRTOR TO VERIY THE ONDITIONS RELTING TO THE EISTING STRUTURE ND TO NOTIY THE ENGINEER IMMEDITELY O NY DISREPNIES OR ONLITS 00 OUNDTIONS - W/O SOIL REPORTS: IN THE BSENE O NY GEOTEHNIL REOMMENDTIONS, THE OUNDTIONS RE DESIGNED OR N NTIIPTED LLOWBLE SOIL BERING PRESSURE O *,*** PS ON OMPTED ILL OR PRELIMINRY PRIING PURPOSES ONLY, BEORE ONSTRUTION OMMENES, SOIL BERING PITY SHLL BE VERIIED BY SUBSURE INVESTIGTION, S WELL S IELD ND LBORTORY TESTS PERORMED BY ERTIIED TESTING LBORTORY, WHOSE REPORT SHLL INLUDE NLYSIS ND REOMMENDTIONS OR SITE PREPRTION IN ORDER TO BER THE OUNDTION LODS BOVE REPORT SHLL BE SUBMITTED TO THE STRUTURL ENGINEER OR REVIEW BEORE OUNDTION ONSTRUTION BEGINS REGRDLESS O WHETHER OR NOT GEOTEHNIL INVESTIGTION IS PERORMED, NO WRRNTIES, EPRESSED OR IMPLIED, RE MDE BY TL OR THE PERORMNE O THE OUNDTION T MINIMUM, SITE PREPRTION WORK SHLL INLUDE: STRIPPING ND GRUBBING O THE BUILDING OOTPRINT PLUS MRGIN O EET ROUND THE BUILDING, REMOVING LL ORGNI MTERILS B PROO ROLLING THE BUILDING SITE TO LOTE NY UNORESEEN SOT RES NY SOT RES SHLL BE\ EVTED ND REPLED WITH LEN ILL DENSITY O T LEST 9% OR DEPTH O EET IS REQUIRED UNDER THE BUILDING OOTPRINT LL ILL SHLL BE LEN SND ND REE O ORGNI MTERILS OMPT ILL IN INH (UNOMPTED THIKNESS) LITS TO MINIMUM O 9% O THE MODIIED PROTOR MIMUM DRY DENSITY VLUE D EVTIONS OR OUNDTIONS SHLL BE OMPTED TO 9% OR DEPTH O T LEST EET BELOW THE BOTTOM O THE OUNDTION E DEWTERING MY BE REQUIRED TO HIEVE THE REQUIRED OMPTION VLUES, ND I USED, SHOULD DRW DOWN THE WTER LEVEL TO T LEST EET BELOW THE BOTTOM O THE EVTION SLBS ON GRDE SHLL BE PLED OVER MIL, LSS "" VPOR RETRDER VPOR RETRDER SHLL BE LPPED MINIMUM O 6", OR S REOMMENDED BY THE MNUTURER (WHIHEVER IS GRETER) ND TPED T LL JOINTS LL PUNTURES IN THE VPOR RETRDER SHLL BE REPIRED PER MNUTURER'S WRITTEN INSTRUTIONS LL PENETRTIONS THROUGH THE VPOR RETRDER (OLUMNS, PLUMBING, ONDUITS, ET) SHLL BE SELED PER MNUTURER'S WRITTEN INSTRUTIONS VPOR RETRDER SHLL BE ONTINUOUS UNDER WLL OUNDTIONS OR SELED TO ETERIOR WLLS PER MNUTURER'S WRITTEN INSTRUTIONS 0 ONRETE: SHLL BE PER N PPROVED MI DESIGN PROPORTIONED TO HIEVE STRENGTH T 8 DYS S LISTED BELOW WITH PLSTI ND WORKBLE MI: OMPRESSIVE M M LOTION STRENGTH SLUMP GGREGTE W/ RTIO OUNDTIONS 000 PSI -6" " 00 SLBS ON GRDE 000 PSI -6" /" 08 ONRETE MIES SHLL MEET BOTH THE MINIMUM OMPRESSIVE STRENGTH ND MIMUM WTER/EMENT RTIOS LISTED BOVE ONRETE SHLL BE PLED ND URED ORDING TO I STNDRDS ND SPEIITIONS SUBMIT PROPOSED MI DESIGN WITH REENT IELD YLINDER OR LB TESTS OR REVIEW PRIOR TO USE MI SHLL BE UNIQUELY IDENTIIED BY MI NUMBER OR OTHER POSITIVE IDENTIITION MI SHLL MEET THE REQUIREMENTS O STM OR ORSE GGREGTE ONRETE SHLL OMPLY WITH THE REQUIREMENTS O STM STNDRD 9 OR MESURING, MIING, TRNSPORTING, ET ONRETE TIKETS SHLL BE TIME STMPED WHEN ONRETE IS BTHED THE MIMUM TIME LLOWED ROM THE TIME THE MIING WTER IS DDED UNTIL IT IS DEPOSITED IN ITS INL POSITION SHLL NOT EEED ONE ND ONE HL (-/) HOURS I OR NY RESON THERE IS LONGER DELY THN THT STTED BOVE, THE ONRETE SHLL BE DISRDED IT SHLL BE THE RESPONSIBILITY O THE TESTING LB TO NOTIY THE OWNER'S REPRESENTTIVE ND THE ONTRTOR O NY NONOMPLINE WITH THE BOVE 6 SLBS SHLL BE URED USING DISSIPTING URING OMPOUND MEETING STM STNDRD 09 TYPE -LSS D ND SHLL HVE UGITIVE DYE THE OMPOUND SHLL BE PLED S SOON S THE INISHING IS OMPLETED OR S SOON S THE WTER HS LET THE UNINISHED ONRETE SUED OR BROKEN RES IN THE URING MEMBRNE SHLL BE REOTED DILY 7 LIUM HLORIDES SHLL NOT BE UTILIZED; OTHER DMITURES MY BE USED ONLY WITH THE PPROVL O THE ENGINEER 8 ONRETE MI DESIGNS SHLL INLUDE WRITTEN DESRIPTION INDITING WHERE EH PRTIULR MI IS TO BE PLED WITHIN THE STRUTURE 9 ONDUITS, PIPES ND SLEEVES SHLL BE PLED ND SPED IN ORDNE WITH I 8, 6 0 ONRETE DESIGN MI SUBMITTLS SHLL INLUDE TESTED, STTISTIL BK-UP DT S PER HPTER O I 8 LL OLUMNS ND BEMS INTEGRTED IN MU WLLS RE 8" ND " NOMINL ND 7-/8" ND -/8" TUL DIMENSIONS ONRETE SLBS ON GRDE SHLL BE REINORED WITH MRO- SYNTHETI IBERS T MINIMUM RTE O 0 LBS/Y, OR S REOMMENDED BY THE IBER MNUTURER OR ONTROL OR TEMPERTURE ND SHRINKGE/RKING, WHIHEVER IS GRETER WHEN WTER-BSED DHESIVE RE BEING USED ON ONRETE SURES, THE ONTRTOR SHLL VERIY THT THE WTER ONTENT O THE ONRETE IS WITHIN THE LLOWBLE RNGE BEORE INSTLLTION 0 REINORING STEEL: SHLL BE STM 6 GRDE 60 DEORMED BRS, REE ROM OIL, SLE ND RUST ND PLED IN ORDNE WITH THE TYPIL BENDING DIGRM ND PLING DETILS O I STNDRDS ND SPEIITIONS PROVIDE ONRETE OVER OVER PRIMRY REINOREMENT, TIES, ND STIRRUPS, S OLLOWS, UNLESS OTHERWISE NOTED: LOTION ND ONDITION MINIMUM OVER ONRETE ST GINST ND PERMNENTLY LL BRS " EPOSED TO ERTH B ONRETE EPOSED TO ERTH OR WETHER #6 OR GRETER " # OR SMLLER " ONRETE NOT EPOSED TO WETHER OR IN ONTT WITH GROUND SLBS, WLLS, ND JOISTS # OR SMLLER /" BEMS ND OLUMNS LL BRS " SEURE PPROVL O SHOP DRWINGS PRIOR TO OMMENING BRITION PROVIDE STNDRD HOOKS T DISONTINUOUS ENDS O LL TOP BRS WHERE REINORING IS SHOWN ONTINUOUS, SPLIE BOTTOM BRS OVER SUPPORTS ND TOP BRS T ENTER O SPN LL OTHER LP SPLIES SHLL BE IN ORDNE WITH SPLIE TBLES ND DETILS SHOWN ON DRWINGS 6 PROVIDE DOWELS INTO OOTINGS, PILE PS, SUPPORT BEMS, ET TO MTH VERTIL BRS WITH LSS B TENSION LP SPLIES, UNO 7 LENGTH O LP SPLIES ND BR EMBEDMENT SHLL BE S SHOWN IN TBLE, UNLESS OTHERWISE NOTED: BR SIZE 000 PSI 000 PSI 000 PSI T < " #6 OR LESS 7Db 9Db Db #7 OR MORE 7Db 6Db Db T > " #6 OR LESS 7Db 6Db 7Db #7 OR MORE 8Db 79Db 7Db WHERE "T" IS DEPTH O ONRETE UNDER BRS ND "Db" IS BR DIMETER UTILIZE LSS "B" SPLIE OR LL SPLIES, UNO ON PLNS OR DETILS 8 T HNGES IN DIRETION O ONRETE WLLS ND TIE BEMS, PROVIDE ORNER BRS O SME SIZE ND SPING S HORIZONTL STEEL 00 ONRETE TESTING: N INDEPENDENT TESTING LBORTORY SHLL PERORM THE OLLOWING TESTS ON ST IN PLE ONRETE: STM - "STNDRD TEST METHOD OR SLUMP O PORTLND EMENT ONRETE" B STM 9 - "STNDRD TEST METHOD OR OMPRESSIVE STRENGTH O YLINDRIL ONRETE SPEIMENS" SEPRTE TEST SHLL BE ONDUTED OR EH LSS, OR EVERY 0 UBI YRDS (OR RTION THEREO), PLED PER DY REQUIRED YLINDER(S) QUNTITIES ND TEST GE S OLLOWS: T 7 DYS T 8 DYS ONE DDITIONL RESERVE YLINDER TO BE TESTED UNDER THE DIRETION O THE ENGINEER, I REQUIRED I 8-DY STRENGTH IS HIEVED, THE DDITIONL YLINDER(S) MY BE DISRDED 60 HEMIL (DHESIVE) NHORS: SHLL BE TWO PRT EPOY POLYMER INJETION SYSTEM, SUH S HILTI HIT HY0, HILTI RE00, OR SIMPSON SET DHESIVE SYSTEM, OR ENGINEER PPROVED SUBSTITUTION EPOY TYPES ND BRNDS VRY IN THEIR BOND STRENGTH ND SUITBILITY O USE, DEPENDING ON TYPE O LODING, NHOR SPING, ET WHEN PRTIULR TYPE O EPOY IS SPEIIED IN THESE DRWINGS, UNIQUE LULTION HS BEEN MDE BSED ON THE PROPERTIES O THT SPEII TYPE O EPOY OR THE SPEII ONDITION SHOWN IN THE DETIL SUBSTITUTION O EPOY TYPE IS NOT LLOWED WHERE DETIL SPEIIES ONLY ONE TYPE O EPOY, WITHOUT PRIOR WRITTEN PPROVL BY THE ENGINEER O REORD NOT LL EPOY BRNDS OR TYPES WILL BE LLOWED S SUBSTITUTES SUBSTITUTION O EPOIES IN ONE ONDITION SHLL NOT BE ONSTRUED S PPROVL TO MKE SIMILR SUBSTITUTION O EPOIES IN OTHER DIERING ONDITIONS EH SUBSTITUTION MUST REEIVE PRIOR WRITTEN PPROVL BY THE ENGINEER O REORD INSTLL IN ORDNE WITH MNUTURER'S WRITTEN INSTRUTIONS THE MNUTURER'S REPRESENTTIVE SHLL TRIN INSTLLERS 6 THE ONTRTOR IS RESPONSIBLE TO ENSURE THT LL HOLE LEN-OUT REQUIREMENTS RE ULLY OMPLETED BY THE INSTLLERS PRIOR TO INJETING EPOY INTO THE HOLES 7 NO LOD SHLL BE PPLIED TO THE EPOY NHORS UNTIL THE EPOY HS ULLY URED ND HS HIEVED IT'S SPEIIED STRENGTH 8 I DETIL SHOWS EPOY NHORS IN SLOTTED HOLES, IT IS IMPERTIVE THT NY EESS EPOY IS LENED UP ROM ROUND THE NHOR ROD, SO THT IT DOES NOT INTERERE WITH DJUSTBILITY O NHOR ROD IN SLOTTED HOLE 60 MEHNIL NHORS: SHLL BE EITHER HEVY DUTY ONRETE SREW NHOR (SUH S POWERS WEDGE-BOLT, SIMPSON TITEN HD, OR HILTI HUS-H) OR WEDGE TYPE EPNSION NHOR (SUH S POWERS POWER-STUD, SIMPSON WEDGE-LL, OR HILTI KWIK BOLT ) TYPE O NHOR SHLL BE S SPEIIED ON THE DRWINGS, WHILE BRND ND MODEL O NHOR MY BE SELETED ROM THE BOVE LISTED NHORS SUBSTITUTION NHORS MUST BE SUBMITTED TO THE ENGINEER OR REVIEW ND PPROVED IN WRITING BY THE ENGINEER O REORD PRIOR TO USE IN SOME SES O RITIL LODING OR GEOMETRI ONDITIONS, ONLY SPEII NHORS WILL BE LLOWED, S NOTED ON THE DRWINGS IN THESE SES, THE SPEIIED BRND ND MODEL O NHOR MUST BE USED INSTLL IN ORDNE WITH MNUTURERS INSTRUTIONS THE MNUTURER'S REPRESENTTIVE SHLL TRIN INSTLLERS 80 MSONRY WLLS: LL MSONRY ONSTRUTION SHLL ONORM TO I 0/SE /TMS 0 "BUILDING ODE REQUIREMENTS OR MSONRY STRUTURES" ND I 0/SE 6/TMS 60 "SPEIITION OR MSONRY STRUTURES", LTEST EDITION MSONRY UNITS SHLL MEET STM -90 OR HOLLOW LOD BERING TYPE MSONRY WITH UNIT STRENGTH O 900 PSI ON THE NET RE (f'm = 00 PSI) MORTR SHLL BE TYPE "M" OR "S" ND MEET STM -70 GROUT SHLL BE 000 PSI MINIMUM OMPRESSIVE STRENGTH ND MEET STM -76 ND HVE SLUMP BETWEEN 8" ND " WITH WTER M RTIO O 0 MIMUM ND WITH /8" MIMUM GGREGTE PROVIDE HOOKED DOWELS IN OUNDTIONS OR VERTIL REINORING BOVE LP SPLIES TO BE 8 BR DIMETERS (UNO) BLOK ELLS SHLL BE GROUT ILLED WITH VERTIL REINORING BRS T ORNERS, INTERSETIONS, EH SIDE O OPENINGS ND S SHOWN ON THE DRWINGS 6 DOWELS SHLL BE USED TO PROVIDE ONTINUITY INTO THE STRUTURE BOVE ND/OR BELOW, UNLESS NOTED OTHERWISE 7 USE METL LTH, MORTR OR SPEIL UNITS TO ONINE ONRETE ND GROUT TO RE S REQUIRED 8 MSONRY SHLL BE LID IN RUNNING BOND PTTERN UNLESS NOTED OTHERWISE T ILLED ELLS LY UNITS WITH ULL BED JOINTS ROUND ELLS 9 PROVIDE 9 GGE GLVNIZED HORIZONTL JOINT REINORING (DUR-O- WLL OR ENGINEER PPROVED SUBSTITUTION) T LTERNTE BLOK OURSES LDDER TYPE IS REOMMENDED WITH REINORED ILLED ELLS PROVIDE PREBRITED "TEE" OR ORNER SETIONS T WLL INTERSETIONS 0 ONTROL JOINTS SHLL BE ONSTRUTED IN ONRETE MSONRY ONSTRUTION T MIMUM HORIZONTL SPING BETWEEN JOINTS O '-0" ND NOT MORE THN '6" ROM ORNERS SEE RHITETURL DRWINGS OR ET LOTIONS ONSTRUT INTERIOR ONTROL JOINTS T MIMUM HORIZONTL SPING O '-0" OR 6'-0" ROM ORNERS NO JOINTS SHLL BE LOTED WITHIN '-0" O STEEL BEM BERINGS HORIZONTL WLL REINORING SHLL BE STOPPED EH SIDE O ONTROL JOINTS SEE RHITETURL DRWINGS OR SELNT REQUIREMENTS T ONTROL JOINTS SUBMIT PROPOSED GROUT MI DESIGNS OR REVIEW PRIOR TO USE MI NUMBER OR OTHER POSITIVE IDENTIITION SHLL UNIQUELY IDENTIY MI USE O SUPERPLSTIIZER IS PROHIBITED ELLS TO BE GROUT ILLED SHLL HVE VERTIL LIGNMENT SUIIENT TO MINTIN LER, UNOBSTRUTED, ONTINUOUS VERTIL GROUT SPE LENOUT OPENINGS SHLL BE PROVIDED T THE BOTTOM O ELLS TO BE GROUT ILLED IN EH POUR IN EESS O EET IN HEIGHT TER INSPETION ND BEORE GROUTING, THE REBR SHLL BE TIED T THE LENOUTS ND THE LENOUTS SHLL BE SELED NY OVERHNGING MORTR OR OTHER OBSTRUTION OR DEBRIS SHLL BE REMOVED ROM THE INSIDES O SUH ELL WLLS 6 VERTIL REINOREMENT SHLL BE HELD IN POSITION T TOP ND BOTTOM ND T INTERVLS NOT EEEDING 9 BR DIMETERS 7 ELLS ONTINING REINOREMENT SHLL BE ILLED SOLIDLY WITH GROUT SMPLE ND TEST GROUT PER STM 09 8 GROUT SHLL BE POURED IN LITS O EET MIMUM HEIGHT GROUT SHLL BE ONSOLIDTED T TIME O PLING BY VIBRTING ND REONSOLIDTED LTER BY VIBRTING BEORE PLSTIITY IS LOST 9 WHEN TOTL GROUT POUR EEEDS EET IN HEIGHT, (HIGH LIT GROUTING), THE GROUT SHLL BE PLED IN -OOT LITS WITH MINIMUM O 0 MINUTE DELY BETWEEN LITS MINIMUM ELL DIMENSION SHLL BE IN ORDNE WITH TBLE O I 0 (" " OR ORSE GROUT, T MIMUM POUR HEIGHT) 0 WHEN THE GROUTING IS STOPPED OR ONE HOUR OR LONGER, HORIZONTL ONSTRUTION JOINTS SHLL BE MDE BY STOPPING THE POUR O GROUT NOT LESS THN -/ INH BELOW THE TOP O THE UPPERMOST UNIT GROUTED WHERE ONRETE BEMS RE INSTLLED IN ONRETE MSONRY WLL, SUPPORT ONRETE WITH 6" SIDE ONTINUOUS STRIPS O /8 SQURE MESH SOIT SREENING OR PUR-O-STOP O EQUL ENTERED OVER BLOK WORK USE O ROOING ELT STRIPS WILL NOT BE PERMITTED PROVIDE DOVETIL NHORS T 6" /, UNLESS NOTED OTHERWISE, WHERE MSONRY WLLS BUT ONRETE SURES 8 TIE BEMS: BEMS WITH THE PREI "TB" SHLL BE O ONRETE, POURED TER THE MSONRY WLLS BELOW RE IN PLE REINORING SHLL BE ONTINUOUS THROUGH TIE BEMS WITH MINIMUM LP SPLIES O 8 BR DIMETERS ND BENT BRS T ORNERS USE METL LTH, MORTR, OR SPEIL UNITS TO ONINE ONRETE TO RE REQUIRED, IN ORDNE WITH I 0 (SOLID METL OR ELT VITY PS RE PROHIBITED) 0 STRUTURL STEEL: STEEL WORK SHLL BE NEW ND ONORM TO THE NSI/IS 60-0 SPEIITION OR STRUTURL STEEL BUILDINGS MTERIL SHLL ONORM TO THE OLLOWING, EEPT S NOTED: WIDE LNGE SHPES STM 99 (y=0 KSI) S ND M SHPES STM 6 (y=6 KSI) HP SHPES STM 7 (y=0 KSI) NGLES, HNNELS ND PLTES STM 6 (y=6 KSI) PIPE STM, GRDE B (y= KSI) RETNGULR HSS STM 00, GRDE B (y=6 KSI) ROUND HSS STM 00, GRDE B (y= KSI) HIGH STRENGTH BOLTS STM OR 90 TWIST-O TENSION ONTROL BOLTS STM 8 THREDED RODS STM 6 (y=6 KSI) HEVY HE NUTS STM 6 HRDENED STEEL WSHERS STM 6 DIRET-TENSION-INDITOR WSHERS STM 99 NHOR RODS STM GR 6 (y=6 KSI) SHER STUD ONNETORS STM 08 (u=6 KSI) ONNETIONS: BOLTS SHLL BE HIGH-STRENGTH, BERING TYPE IN SNUG TIGHT ONDITION, UNO TIGHTEN BY N IS PPROVED METHOD B WELDING ELETRODES SHLL BE PER WS D RETURN ILLET WELDS OR RMED ONNETIONS /" T EH END IELD ONNETIONS SHLL BE BOLTED, EEPT S NOTED OTHERWISE D DETIL LOOR ND ROO RMING ONNETIONS OLLOWING THE REQUIREMENTS SHOWN IN THE TYPIL ONNETION SHEDULES SHOWN IN THESE DRWINGS, BSED ON THE BEM OR GIRDER SIZE E OR THE PURPOSE O ORRETLY INTERPRETING THE ONNETION SHEDULES, GIRDERS SHLL BE ONSIDERED S NY LOOR OR ROO BEM WHIH RRIES OTHER LOOR OR ROO BEMS, OR NY LOOR OR ROO BEM WHIH RRIES STEEL OLUMNS DETIL DIGONL BRING ONNETIONS S SHOWN IN THE DETILS I NO DETIL IS PROVIDED, DETIL ONNETION TO DEVELOP THE ULL TENSION PITY O THE DIGONL BRING MEMBER G DETIL MOMENT ONNETIONS S SHOWN IN THE DETILS I NO DETIL IS PROVIDED, DETIL MOMENT ONNETION USING ULL PENETRTION WELDS T BEM LNGES HIGH STRENGTH BOLTS IN BERING ONDITION SUPPORTING SIMPLE SPN BEMS NOT SUBJET TO IL LODS MY BE INSTLLED TO "SNUG TIGHT" ONDITION I NORML, OR SHORT SLOTTED HOLES RE USED THE ENGINEER O REORD WILL BE THE ULTIMTE UTHORITY IN THE USE O "SNUG TIGHT" BOLTS I LONG SLOTTED OR OVERSIZED HOLES RE USED, BOLTS MUST BE ULLY PRETENSIONED ND SLIP RITIL PROPER SURE PREPRTION IS REQUIRED OR SLIP RITIL BOLTS, INLUDING OMISSION O PRIMER OR IRE PROOING, S PPROPRITE BOLTS SHRING LOD WITH WELDS IN ONNETION SHLL BE ULLY PRETENSIONED ND SLIP RITIL 6 WHERE ULLY PRETENSIONED OR SLIP RITIL BOLTS RE REQUIRED, TIGHTENING SHLL BE HIEVED USING EITHER TWIST-O TENSION ONTROL BOLTS OR DIRET TENSION INDITING WSHERS 7 LL STRUTURL STEEL EPOSED TO ETERIOR ONDITIONS SHLL BE HOT DIPPED GLVNIZED PER STM ND LL STENERS ND HRDWRE SHLL BE HOT DIPPED GLVNIZED PER STM 8 GROUT UNDER BERING PLTES SHLL BE NON-METLLI, NON-SHRINK TYPE WITH OMPRESSIVE STRENGTH O T LEST,000 PSI IN 8 DYS 9 THE MBER O STEEL MEMBERS SHLL BE VERIIED IN THE SHOP ND THE IELD WHEN NO MBER IS INDITED, TURN THE MEMBER NTURL MBER UP WELDING: WELDING SHLL BE DONE BY WELDERS WITH URRENT ERTIITION IN ORDNE WITH WS D WELDS SHOWN ON STRUTURL DRWINGS RE MINIMUM DESIGN REQUIREMENTS THE BRITOR'S SHOP DRWINGS SHLL RELET WELDS IN ORDNE WITH WS REQUIREMENTS ULL PENETRTION GROOVE WELDS SHLL BE INSPETED BY ULTRSONI TESTING TWENTY-IVE PERENT O THE WELDS SHLL BE INSPETED T RNDOM UNLESS NOTED OTHERWISE SEE SPEIITIONS OR DDITIONL REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRWINGS, GROOVE WELDS SHLL BE ULL PENETRTION PROVIDE ILLET WELDS T ONTT POINTS BETWEEN STEEL MEMBERS SUIIENT TO DEVELOP THE LLOWBLE TENSILE STRENGTH O THE SMLLER MEMBER T THE JOINT UNLESS DETILED OTHERWISE ON THE DRWINGS THE MINIMUM ILLET WELD SIZE IS /6" UNLESS OTHERWISE NOTED 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom 0 RHITETS IN SSOITION ROOD ND ZWIK, IN job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () REVISIONS ND UPDTES //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt 00 MS GK GK S- SUWNNEE HIGH SHOOL OURTYRD RENOVTION SUWNNEE OUNTY SHOOL BORD STRUTURL NOTES PINE VE, SW LIVE OK, LORID GRY RL KRUEGER, PE lorida License #0788 STRUTURL NOTES 0/0/ 00% ONSTRUTION DOUMENTS

16 //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt STRUTURL NOTES (ONTINUED) 0 STEEL JOISTS: SHLL BE THE SIZE ND SPING S SHOWN ON THE STRUTURL DRWINGS ND SHLL BE DESIGNED, BRITED, INSTLLED ND BRIDGED IN ORDNE WITH THE STEEL JOIST INSTITUTE SPEIITIONS, LTEST EDITION ENDS O BRIDGING LINES TERMINTING T WLLS OR BEMS SHLL BE NHORED THERETO T TOP ND BOTTOM HORDS MINIMUM JOIST BRIDGING TERMINTION ONNETIONS TO MSONRY SHLL BE Lxx/x" LONG WITH () /" DIMETER NHOR BOLT OR Lxx/x0'-" WITH () /"x" NHOR BOLT TO ONRETE BRIDGING SHLL BE WELDED OR BOLTED T POINTS O ONTT WELD SHLL NOT DMGE THE JOIST ROSS BRIDGING SHLL BE WELDED OR BOLTED T ITS ENTER POINT BRIDGING SHLL BE STRIGHT ROM JOIST TO JOIST HNGES IN SLOPE OR DIRETION SHLL BE MDE T JOIST, NOT BETWEEN JOISTS 6 LH-SERIES JOISTS SHLL BER MINIMUM O " ON STEEL BEMS ND 6" ON ONRETE BEMS JOIST BERING PLTES TO BE MINIMUM /8" 6" 9" WITH () /" DIMETER " SHER STUD ONNETORS BERING PLTES OR BK TO BK SINGLE JOISTS SHLL BE MINIMUM /8" 9" -/8" WITH () /" DIMETER " SHER STUD ONNETORS BERING PLTES SHLL BE ST INTEGRLLY WITH THE ONRETE BEM WELD JOISTS TO BERING PLTE WITH MINIMUM O () /" ILLET WELDS, UNLESS NOTED OTHERWISE BK-TO-BK JOISTS SHLL BE OSET I ONRETE BEM IS LESS THN " NOMINL WIDTH OR STEEL BEM IS LESS THN 8" WIDE 7 HNGERS OR SUPPORT O EQUIPMENT, OR MEMBERS SUPPORTING SUH HNGERS, SHLL BE LOTED T PNEL POINTS O JOISTS, ND SHLL BE HUNG ROM THE TOP HORD O THE JOIST 8 ROO JOISTS SHLL BE DESIGNED OR NET UPLIT PRESSURE S SHOWN ON DRWINGS 9 SUBMIT SHOP DRWINGS OR REVIEW PRIOR TO BRITION SHOP DRWING SUBMITTL SHLL INLUDE LYOUT, OMPONENT DESIGNTION, BRIDGING, ND PERTINENT SETIONS ND DETILS 0 SUBMITTLS OR JOISTS, OTHER THN STNDRD SJI TLOG SELETIONS WHIH HVE BEEN VERIIED BY SJI, SHLL BE SIGNED ND SELED BY N ENGINEER REGISTERED IN THE STTE O LORID JOISTS SHLL BE DESIGNED TO SUPPORT THE LODS LISTED IN SETION 060, THOSE INDITED ON PLNS ND N DDITIONL ONENTRTED DED LOD NOT TO EEED 00# TO BE PLED T NY PNEL LONG THE LENGTH O THE JOIST DED LODS SHLL BE IN ORDNE WITH THE MTERILS SHOWN WITHIN THE ONTRT DOUMENTS ND SHLL BE NOTED ON THE SHOP DRWING SUBMITTL BY THE JOIST MNUTURER JOIST BOTTOM HORDS SHLL BE DOUBLE NGLES JOISTS RE TO BE DESIGNED TO LLOW " MIMUM DIERENE IN MBER BETWEEN DJENT PRLLEL JOISTS WHERE JOIST SPNS EEED 0'-0", THE JOISTS LOSEST TO THE PERIMETER O THE BY SHELL BE DESIGNED TO LIMIT LIVE LOD DELETION TO " WHERE JOISTS SUPPORT MOVEBLE PRTITION, LL JOISTS SHLL BE SIZED TO PROVIDE MIMUM " DELETION T THE ENTER O THE SPN ND T THE LOTION O THE STORED PRTITION 6 LL STEEL JOISTS GRETER THN ORTY EET IN LENGTH REQUIRE ROW OR BOLTED BRIDGING TO BE IN PLE PRIOR TO SLKENING O HOIST LINES (UNO) 7 JOIST MNUTURER SHLL OORDINTE WITH MEHNIL ND ELETRIL DRWINGS OR DDITIONL LODS DUE TO EQUIPMENT TO BE SUPPORTED BY ROO STRUTURE LL DDITIONL LODS SHLL BE LERLY INDITED ON SHOP DRWINGS SUBMITTLS 8 WHERE ROO JOISTS RE USED TO BRE STEEL ROO BEMS (S SHOWN ON PLNS ND DETILS), DESIGN JOISTS TO RESIST 00 LB IL BRE LOD T EH BRE THIS LOD SHLL T ONURRENTLY WITH LL WIND LOD SES ND OMBINTIONS JOIST BERING: WHERE STEEL BEMS SUPPORT JOISTS RMING ROM ONE SIDE ONLY, OR WHERE JOISTS ROM ONE SIDE RE O% LONGER THN THE JOISTS ON THE OPPOSITE O THE BEM, JOISTS SHLL BER ULL WIDTH O THE STEEL BEM OR -/", WHIH EVER IS LESS ONTRTOR SHLL OORDINTE JOIST SET HEIGHTS ND TOP O STRUTURL STEEL SUPPORTS TO ENSURE PROPER DEK ELEVTIONS STEEL ROO DEK: SHLL BE GLVNIZED (G90), TYPE "B" STEEL ROO DEK O GGE ND DEPTH INDITED ON DRWINGS, ND SHLL ONORM TO THE PROVISIONS O THE STEEL DEK INSTITUTE (SDI) SPEIITIONS OR STEEL ROO DEK DEK SHLL BE VENTED IN RES TO REEIVE LIGHT WEIGHT INSULTING ILL, I REQUIRED BY THE INSULTION MNUTURER OORDINTE VENTING RE REQUIREMENTS WITH INSULTION MNUTURER DEK ENTERING SHLL BE PLED IN ONORMNE WITH MNUTURER'S REOMMENDTIONS ND SHLL BE ONTINUOUS OVER T LEST SPNS WELD PTTERN SHLL BE S INDITED ON ROO DEK STENING DIGRM METL DEK MNUTURER SHLL BE MEMBER O THE STEEL DEK INSTITUTE ND LL DESIGN SHLL BE IN ORDNE WITH PPLIBLE STNDRDS 6 DO NOT HNG MEP SYSTEMS (DUTWORK, ROO DRIN OR IRE PROTETION PIPING, ET) ROM ROO DEK LL EQUIPMENT IS TO BE HUNG ROM ROO JOISTS SEE SETION 0 OR ROO JOIST REQUIREMENTS 00 STRUTURL OLD-ORMED STEEL (S) RMING: LL OLD ORMED STEEL RMING SHLL ONORM TO THE ISI/OS/NSPE 00 NORTH MERIN SPEIITION OR THE DESIGN O OLD-ORMED STEEL STRUTURL MEMBERS, THE ISI MNUL OLD-ORMED STEEL DESIGN (00 EDITION), ISI ODE O STNDRD PRTIE OR OLD- ORMED STEEL STRUTURL RMING (006 EDITION), ISI/OS/GP-00 STNDRD OR OLD-ORMED STEEL RMING - GENERL PROVISIONS (00 EDITION) ND OLD-ORMED STEEL ENGINEERS INSTITUTE (SEI) PUBLITIONS, S MODIIED OR LRIIED HEREIN STEEL STUDS, JOISTS, LINTELS, ND RUNNER TRK MEMBERS SHLL BE O TYPE SHOWN ON THE DRWINGS ND SPEIITIONS ONORMING TO STM -6 GRDE WITH HOT DIPPED GLVNIZED OTING ONORMING TO STM (LSS G90) MINIMUM STEEL GRDES (Y): G (97 MILS), G (68 MILS); 6 G ( MILS) STUDS ND TRK: 0 KSI; 8 G ( MILS), 0 G ( MILS) STUDS ND TRK: KSI STRUTURL LIGHT GGE S RMING ND THEIR ONNETIONS SHLL BE S DEPITED ON THE STRUTURL PLNS ND DETILS TTHMENTS, LOSURES, HRDWRE, ET, SHLL BE S SHOWN ND/OR IN ORDNE WITH THE MNUTURERS REOMMENDTIONS 6 SUBMIT PROPOSED LIGHT GGE S MNUTURERS DT ND LOD TBLES OR REVIEW 7 TOLERNES TO OMPLY WITH STM 9 8 WELDING TO OMPLY WITH OLD-ORMED STEEL ENGINEERS INSTITUTE TEH NOTE WELDING OLD-ORMED STEEL 9 REPIR DMGED OR UNOTED GLVNIZED OTINGS PER STM RMING MEMBERS SHLL BE UT SQURELY OR T N NGLE S REQUIRED TO IT SQURELY GINST BUTTING MEMBERS MEMBERS SHLL BE HELD IRMLY IN PLE UNTIL PROPERLY JOINED JOINING O STRUTURL MEMBERS SHLL BE MDE WITH SEL-DRILLING SREWS OR WELDING WIRE TYING O RMING MEMBERS IN STRUTURL PPLITIONS SHLL NOT BE PERMITTED TTHMENT O OLLTERL MTERILS TO STEEL MEMBERS SHLL BE MDE WITH SEL-DRILLING SREWS OR HRDENED SHNK POWER TUTED STENERS (PS) STUDS SHLL SIT SQURELY IN THE TOP ND BOTTOM RUNNER TRK WITH IRM BUTMENT GINST TRK WEBS STUDS SHLL BE LIGNED OR PLUMBED ND SEURELY STENED TO THE LNGES O BOTH TOP ND BOTTOM RUNNER TRK BRIDGING TO BE SUPPLIED ND INSTLLED PER S STUD MNUTURER REOMMENDTIONS ('-0" O M ND WITHIN '-0" O DELETION TRKS) 6 LTERL BRING SHLL BE PROVIDED BY USE O PLYWOOD SHETHING, GYPSUM SHETHING, OR BY HORIZONTL STRPS OR OLD-ROLLED HNNELS BRING SHLL ONORM TO SETION D O THE ISI SPEIITIONS 7 LIGHT GGE RMING ONNETORS SPEIIED BY PRT NUMBER OR MODEL NME RE STNDRD ONNETORS BRITED BY THE STEEL NETWORK (TSN), RLEIGH, N, ONNETORS SHLL BE INSTLLED PER THE REQUIREMENTS O THE LIGHT STEEL RMING ONNETIONS TLOG (LTEST EDITION) BY THE STEEL NETWORK, USING THE NUMBER/SIZE O STENERS SHOWN IN THESE DRWINGS WHERE NUMBER/SIZE IS NOT SHOWN IN THESE DRWINGS, USE THE STENERS SPEIIED IN THE TLOG TO OBTIN THE MIMUM PITY O THE SPEIIED ONNETOR SUBSTITUTION O GENERI BENT PLTE LIGHT GGE ONNETORS IS NOT LLOWED WITHOUT DESIGN LULTIONS SHOWING EQUL OR BETTER PITY TO THE SPEIIED TSN ONNETOR, PREPRED ND SIGNED ND SELED BY LORID REGISTERED ENGINEER EPERIENED IN LIGHT GGE STEEL ONNETION DESIGN 0 OLD-ORMED STEEL (S) TRUSSES: DESIGN DOUMENTS INLUDE SYSTEM O USTOM ENGINEERED TRUSS OMPONENTS, SSEMBLIES ND ONNETIONS IN ORDNE WITH ISI ODE O STNDRD PRTIE OR S STRUTURL RMING (006 EDITION) ND THE STTE O LORID DEPRTMENT O PROESSIONL REGULTION GUIDELINES (LORID DMINISTRTIVE ODE 6G) THE ENTIRE SYSTEM, INLUDING LL TRUSSES, ONNETIONS, BRIDGING, TEMPORRY ND PERMNENT BRING SHLL BE DESIGNED BY DELEGTED SPEILTY PROESSIONL ENGINEER REGISTERED IN THE STTE O LORID THE OLD-ORMED STEEL TRUSSES SHLL BE DESIGNED BY TRUSS SUPPLIER USING OLD-ORMED STEEL SHPES HORD MEMBERS TO OMPLY WITH STM 6 WITH MINIMUM STRENGTH O 0 KSI, ND MINIMUM GGE (8 MILS) WEB MEMBERS TO OMPLY WITH STM 00 WITH MINIMUM STRENGTH O KSI ND MINIMUM 0 GGE ( MILS) LL S TRUSS ELEMENTS SHLL BE DESIGNED, BRITED ND ERETED IN STRIT ORDNE WITH THE LTEST EDITION O ISI/OS TRUSS-00 ND OTHER PPLIBLE ODES ND SPEIITIONS THE S TRUSS SUPPLIER SHLL SUBMIT OR REVIEW ND PPROVL, DETILED SHOP DRWINGS ND DESIGN LULTIONS SIGNED ND SELED BY PROESSIONL ENGINEER LIENSED TO PRTIE IN THE STTE O LORID BRITION O S TRUSSES SHLL NOT BEGIN UNTIL THE SHOP DRWINGS ND LULTIONS HVE BEEN REVIEWED ND RETURNED PPROVED REER TO ONTRT SPEIITIONS OR PPROVED MNUTURERS MNUTURERS NOT PRE-PPROVED, MUST HVE QULIITIONS MEETING ONTRT SPEIITIONS PPROVED PRIOR TO BIDDING DELEGTED ENGINEER LULTIONS SHLL INLUDE, BUT RE NOT LIMITED TO THE OLLOWING: ENGINEERING NLYSIS SHOWING LODING, MEMBER STRESSES ND DELETIONS OR EH DIERENT TRUSS DESIGN BSED ON DESIGN LODS LISTED ON THE DRWINGS B LL TRUSS MEMBERS, PITH, SPN, MBER, BERING, ONIGURTION, TYPE, LOTION, SPING ND LYOUT O TRUSSES LL BRIDGING ND BRING OR LODS INDITED INLUDING WIND DIPHRGM, ONSTRUTION, ND LL OTHERS, TEMPORRY ND PERMNENT LODS D LL TRUSS TO TRUSS ONNETIONS, TRUSS TO STEEL BEM, TRUSS TO ONRETE BEM, TRUSS TO MSONRY, JOISTS, TRK, GUSSET PLTES, STENERS, BRIDGING ND RELTED ESSORIES TO BE DESIGNED ND DETILED OR LL LODING ONDITIONS INLUDING NET WIND UPLIT ND RETIONS ROM HORIZONTL WIND DIPHRGM TION E LL TRUSS MEMBER ND BRING SIZES, PROPERTIES, ND NY YIELD STRENGTH SPING ND LYOUT O TRUSSES MEETING REQUIREMENTS INDITED ON THE DRWINGS G NOTE NY PROPOSED TRUSS LYOUT HNGES THT WOULD EET THE LOTION O BERING WLLS OR OUNDTION DESIGN OR ONSTRUTION H WIND TRUSSES DESIGNED TO TRNSER THE HORIZONTL WIND LODS S NOTED ON THE DRWINGS 6 GENERL ONTRTOR SHLL OORDINTE TRUSS REQUIREMENTS WITH M/E/P, HV ND DUT WORK REQUIREMENTS, INLUDING HORIZONTL ND VERTIL HSES, TTI/ESS SPE REQUIREMENTS, INLUDING SIZE ND LOTION WITH RHITETURL, MEHNIL ND ELETRIL DESIGN DOUMENTS 7 SUBMIT ULL TRUSS SYSTEM DESIGN ND ERETION DRWINGS PREPRED BY DELEGTED SPEILTY ENGINEER OR PPROVL THESE DRWINGS SHLL INLUDE: PLING DRWINGS OR STEEL ND TRUSS SYSTEM SHOWING MEMBERS, PITH, SPN, MBER, ONIGURTION, TYPE, LOTIONS, ND SPING O LL MEMBERS LL TTHMENTS, BERINGS, ND NHORGE SHLL BE LERLY DETILED ON DRWINGS INDITE SUPPLEMENTL STRPPING, BRING, LIPS & OTHER ESSORIES REQUIRED OR PROPER INSTLLTION, MEETING DESIGN RITERI OUTLINED B ROSS SETIONS, DRWINGS ND ELEVTIONS DEPITING OMPONENT LOTIONS ONNETION DETILS SHOWING SREW TYPES, NUMBER ND LOTIONS, MIMUM VERTIL ND HORIZONTL LLOWBLE LODS, WELD LENGTHS ND LOTIONS OR OTHER RELTED STENER REQUIREMENTS LL ONNETIONS SHLL MEET OUTLINED DESIGN RITERI D DETILED TRUSS SYSTEM DRWINGS OUTLINING PROPOSED PERMNENT ND TEMPORRY BRING, ONNETIONS, ND PROPOSED RETIONS TO DJENT STRUTURL SYSTEMS I UTILIZED S BRING RESTRINT 8 THE S TRUSSES SHLL BE SHOP BRITED BY THE TRUSS SUPPLIER IELD BRITION O TRUSSES IS NOT PERMITTED THE DELEGTED SPEILTY ENGINEER OR THE STEEL TRUSSES SHLL INSPET LL BRITED TRUSSES ND SHLL PROVIDE SIGNED ND SELED LETTER ERTIYING THT THE TRUSSES RE BRITED IN ORDNE WITH THE PPROVED SHOP DRWINGS ND WILL SUSTIN THE DESIGN LODS SPEIIED IN THE ONTRT DOUMENTS 9 THE TRUSS SUPPLIER SHLL SUBMIT OR REVIEW DESIGN DT OR LL SHOP OR IELD SEL-DRILLING STENERS USED OR ONSTRUTION O TRUSSES PROVIDE ONNETION DETILS SHOWING SREW TYPES, NUMBER ND LOTIONS, ND OTHER RELTED STENER REQUIREMENTS, INLUDING MIMUM VERTIL ND HORIZONTL LLOWBLE LODS 0 DESIGN LODS OR TRUSSES: DESIGN TRUSSES PER LORID BUILDING ODE S SEL-SUPPORTING NTILEVERED ROM THE NEW MSONRY WLL, WITHOUT SUPPORTING OR IMPOSING NY LODS ON THE NTILEVER JOIST ETENSIONS BOVE, OR THE OLLOWING MINMIUM LODS: WIND LODS: SEE WIND LOD DIGRM OR NOMINL & LODS TOP HORD: LIVE LOD = PS DED LOD = PS BOTTOM HORD: LIVE LOD = PS DED LOD = PS VERTIL E: DED LOD = PS B DESIGN TRUSS MEMBERS OR ONENTRTED LODS O PIPING, EQUIPMENT, ND OTHER OLLTERL MEHNIL LODS SEE MEHNIL DRWINGS SEE PLNS OR SPEIL ONENTRTED ND UNIORM D THE TUL IN-SERVIE DED LOD O SPRINKLER ND MEHNIL PIPING SHOULD BE USED OR THE DESIGN O TRUSSES THE SPRINKLER ND MEHNIL ONTRTOR SHLL SUBMIT TUL SIZE, LOTION ND WEIGHT O LL PIPING TO BE USED THE GENERL ONTRTOR SHLL SUPPLY THIS INORMTION TO THE TRUSS SUPPLIER TO BE USED OR INL TRUSS DESIGN MEHNIL PIPING SUPPORTS SHLL BER ON TRUSS BOTTOM HORDS THE BOTTOM HORD MEMBER SHLL BE PBLE O SUPPORTING THIS LOD THE BOTTOM HORD SHLL NOT BE SSUMED TO BE LTERLLY SUPPORTED BY THE EILING ONSTRUTION BOTTOM HORD BRING SHLL BE DESIGNED ND URNISHED BY THE LIGHT GGE STEEL TRUSS SUPPLIER THE ONTRTOR IS RESPONSIBLE OR THE TEMPORRY BRING O THE STRUTURE DURING ERETION THE STRUTURE IS NOT STBLE UNTIL LL ELEMENTS RE ONNETED IN PLE DO NOT PLE NY LOD ON TRUSSES UNTIL LL BRING IS INSTLLED S DETILED ON PPROVED SHOP DRWINGS BRING ND BRIDGING SHLL BE OORDINTED WITH THE LOTIONS O MEHNIL PIPING ND DUTWORK IN THE TTI SPE BY THE TRUSS SUPPLIER ND THE ONTRTOR DO NOT STORE OR STGE MTERILS ON ROO TRUSSES WITHOUT PRIOR WRITTEN PPROVL O TRUSS SYSTEM SPEILTY ENGINEER LITING ND STGING O TRUSSES TO OMPLY WITH SUPPLIERS - IELD INSTLLTION GUIDE OR S TRUSSES ND SEI TEH NOTE d ND e PERMNENT S TRUSS BRING DESIGN ND ONSTRUTION TO OMPLY WITH SEI TEH NOTE e THE ROO DEK N BE RELIED ON TO SERVE S TOP HORD LTERL BRING ONE ULLY INSTLLED PER ONTRT DOUMENTS OR SEI TEH NOTE 8 b- TEMPORRY S TRUSS BRING DESIGN ND ONSTRUTION TO OMPLY WITH TEH NOTE d PROVIDE GROUND BRING S REQUIRED PER SEI TEH NOTE 6 a-6 EISTING ROO WIND LOD DIGRM /8" = '-0" EISTING ROO OURTYRD ROO EISTING ROO EISTING ROO GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN BUILDING OURTYRD ROO NOMINL & WIND PRESSURES (SE 7-0) a (T) Vult (MPH) 0 0 (S) ZONE (PS) NOMINL & WIND PRESSURE PLN NOTES: PRESSURES SHOWN BOVE RE NOMINL OMPONENTS ND LDDING PRESSURES, ONVERTED ROM ULTIMTE PRESSURES USING 06 MULTIPLIER TOR NO URTHER REDUTION IS LLOWED - INDITES TRIBUTRY RE IN S a - INDITES END ZONE WIDTH IN T Vult - INDITES ULTIMTE DESIGN WIND SPEED IN MPH Vasd - INDITES NOMINL DESIGN WIND SPEED IN MPH GROSS PRESSURES RE OR JOISTS, WINDOWS, DOORS, VENEER, LIGHT GGE METL RMING, METL DEK TTHMENTS, ROOING, ROOING ESSORIES ND OTHER BUILDING OMPONENTS ND LDDING GROSS PRESSURES SHLL BE LINERLY INTERPOLTED OR () NOT SHOWN IN TBLE POSITIVE PRESSURES INDITE PRESSURES TING TOWRD PROJETED SURE NEGTIVE PRESSURES INDITE PRESSURES TING WY ROM PROJETED SURE ROO ND ZONES THRU 6 WLL ZONES ND Vasd (MPH) < ZONE (PS) ZONE (PS) Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom ZONE (PS) NET DESIGN ROO PRESSURES SHLL BE LULTED USING THE SELWEIGHT (DED LOD) O THE MTERILS HOWEVER, THE MIMUM REDUTION O WIND UPLIT PRESSURES SHLL BE LIMITED TO THE SEL WEIGHT O THE ROO SYSTEM PLUS PS OR SUPERIMPOSED DED LODS 8 INTERNL PRESSURE OEIIENT OR ENLOSED BUILDING EQULS +08 ND ROO TOP EQUIPMENT SHLL BE DESIGNED OR LTERL PRESSURE O PS ND SIMULTNEOUS UPLIT PRESSURE O PS (ROO TOP EQUIPMENT PER B SETION 6098) REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS MS GK GK job no ZONE (PS) RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID STRUTURL NOTES & WIND LOD DIGRM S-

17 87 Dixon Boulevard ocoa, L 9 Phone: ax: wwwtlc-engineerscom opyright 0 TL Engineering for rchitecture, Inc O # 00 OUNDTION PLN NOTES B D E " ONRETE SLB R/W MRO-SYNTHETI IBERS ON MIL LSS VPOR BRRIER ON OMPTED SUBGRDE EISTING STRUTURE, IELD VERIY SEE RH DWGS OR DEMO PLN S- " 8' - " ± " 0' - 7" ± ' - 0" ± ' - 0" ± 0' - 7" ± " 7' - 0" 6' - 0" 6' - 0" 6' - 0" 7' - 0" HSS88/ HSS88/ S- HSS88/ HSS88/ HSS88/ 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" HSS88/ J () 7' - 0" HSS88/ 8" MU LOD BERING WLL REINORED WITH " O ND T WLL ORNERS, TERMINTIONS, DOOR JMBS ND INTERSETIONS IN GROUT ILLED ELLS PROVIDE SW UT ONTROL JOINTS (J) T LOTIONS INDITED ON PLNS THROUGHOUT ENTIRE SLB ON GRDE, SEE TYPIL SLB ON GRDE ONTROL JOINT DETIL OR REQUIREMENTS NEW OLUMN OUNDTION, POURED UP GINST EISTING OUNDTION LEN ND ROUGHEN SIDES O EISTING OUNDTIONS, ND BOND TO NEW OUNDTION USING N EPOY BONDING GENT DRILL ND EPOY DOWELS ROM NEW INTO EISTING OUNDTION NEW OUNDTION SHLL BE T LEST 6" THIK, MTH EISTING I THIKER NEW OUNDTIONS SHLL BE REINORED WITH #6 " O EH WY, TOP ND BOTTOM SEE DETILS OR MORE INORMTION 7' - 0" J () 7' - 0" J () ' - 8" ± J () - W0 - ' - 0" J () J () W0 ' - " W0 //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt PROJET NORTH OUNDTION PLN /8" = '-0" T/ OUNDTION EL 98'-0"± MTH EISTING T/ SLB EL 00'-0" (RE) MTH EISTING 0 ' 8' 6' SLE: /8" = '-0" GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID OUNDTION PLN MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

18 87 Dixon Boulevard ocoa, L 9 Phone: ax: wwwtlc-engineerscom opyright 0 TL Engineering for rchitecture, Inc O # 00 ROO RMING PLN NOTES B D E /" 0 G TYPE "B" ROO DEK STENED TO STRUTURE W/ /8" DI PUDDLE WELDS IN 6/ PTTERN W/ ()-#0 TEKS T SIDELPS 8" MU WLL BELOW, SEE OUNDTION PLN OR REINORING REQUIREMENTS S- W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) W8x0 (HIGH) HSSx6x/ (LOW) W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) LH06 LH06 LH06 W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) 7 S- LH06 LH06 SLOPE LHSP LHSP LHSP T/ STEEL EL 8' - " 6 LH06 LH06 W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) LH06 S- LH06 W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) LH06 S- W8x0 (HIGH) HSSx6x/ (MID) HSSx6x/ (LOW) W8x0 (HIGH) HSSx6x/ (LOW) 6 7 EISTING ONRETE TIE BEM ROO TOP UNIT, SEE MEH'L SSUMED WEIGHT O RTU ND URB IS 000 LB OORDINTE DIMENSIONS ND WEIGHT O EQUIPMENT SELETED WITH STEEL RBRITOR NHOR URB TO SUPPORT RMING USING /"Ø " O ROUND PERIMETER O URB SUPPLEMENTL RMING UNDER RTU URB ND ROUND DUT PENETRTIONS THROUGH ROO DEK SEE TYPIL DETILS DESIGN " DEEP LH JOIST TO SUPPORT TYPIL LH06 LODING, PLUS WEIGHT O RTU ULL-DEPTH JOIST END ETENSION, DESIGNED OR SME LODING S TYPIL LH06 S- S- TB- S- T/WLL EL 7' - " 7 S- //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt PROJET NORTH ROO RMING PLN /8" = '-0" 0 ' 8' 6' SLE: /8" = '-0" GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID ROO RMING PLN MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

19 EISTING OUNDTION & ONRETE OLUMN " 8" ' - " " TYP TYPIL HSS88 OLUMN BSE PLTE T ORNER OLUMNS " ' - " 8" " / 0" " - " 0" HSS88 OLUMN /" STI PLTES, TYP ½" BSE PLTE /" NHOR RODS TYP B B EISTING OUNDTION & ONRETE OLUMN " ' - " " " 6" 8" " TYPIL HSS88 OLUMN BSE PLTE T INTERMEDITE OLUMNS B-B 0" " " 0" HSS88 OLUMN /" STI PLTES ½" BSE PLTE /"Ø NHOR RODS INISH GRDE, SEE IVIL PLNS T/ SLB EL SEE PLN INISH GRDE, SEE IVIL PLNS T/ SLB EL SEE PLN INISH GRDE, SEE IVIL PLNS T/ SLB EL SEE PLN 8" '-0" '-" SLOPE 8" TE067 SLOPE '-0" TE0 SLOPE '-" ONRETE SLB ON GRDE, SEE PLN THIKENED SLB EDGE R/W () # BR ONT ONRETE SLB ON GRDE, SEE PLN THIKENED SLB EDGE R/W # BRS ONT & # 8" O ONRETE SLB ON GRDE, SEE PLN THIKENED SLB EDGE R/W # BRS ONT & # 8" O NEW HSS8x8 OLUMN #8 DOWELS T " O EPOY INTO EISTING W/: EMBED DEPTH LL SIDES NEW SLB ON GRDE, SEE PLN ETEND EISTING OOTING W/ NEW OOTING ON SIDES SEE PLN OR INL REQUIRED DIMENSIONS #6 BRS T " O EW T&B W/ 90 HOOKS " EISTING x ON OL EPOY NHOR ROD INTO EISTING OUNDTION W/ " EMBED DEPTH EISTING SLB UT BK S REQUIRED T/ OUNDTION EL '-0" ± 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom 00 TE 6' - 0" MIN TYPIL BSE PLTE DETILS /" = '-0" THIKENED SLB EDGE DETIL (TE067 & TE0) /" = '-0" SETION T OLUMN OUNDTION /" = '-0" MU WLL, SEE PLN DOWEL WITH STD I HOOK, SEE PLN OR REINORING SIZE ND SPING /" ISOLTION JOINT, LL MSONRY IN ONTT W/ SOIL SHLL BE GROUT ILLED SOLID BRS "B" BRS "" ONT, " LR SEE MSONRY WLL DETIL OR DDITIONL INORMTION OUNDTION DESIGNTION W0 DIMENSIONS "W" "D" WLL OUNDTION SHEDULE "W" "D" "" "B" '-0" '-0" # ON SLB, SEE PLN T/ SLB EL SEE PLN OMPTED ILL, T/ OUNDTION EL SEE PLN WLL OOTING, SEE PLN & SHEDULE OR SIZE ND REINORING NOTE: REER TO PLN OR SIZE ND SPING O VERTIL WLL REINORING REBR " O REMRKS W0 '-0" '-" # " O BRS T&B ST IN PLE SLEEVE, MINIMUM " GRETER DIMETER THN ONDUIT 6" MIN PIPING GRETER THN '-0" BELOW OUNDTION DOES NOT REQUIRE INTEGRTION WITH OUNDTION 6" MIN SEE PLN " M MTH OUNDTION REINORING LP SPLIE 0 BR DI'S REINORE W/ # IN GROUT ILLED "U" BLOK BOVE SLEEVE T/ SLB EL SEE PLN (GRETER THN ", THIKEN OUNDTION TO OMPENSTE) INTERSETIONS STRIP OOTING REINORING ONT THROUGH PDS Ld Ld "x" KEYWY PD REINORING PLN T PD TYPIL HORIZONTL REINORING OUTSIDE ORNER BRS SME SIZE & NO S HORIZONTL REINORING TYPIL HORIZONTL REINORING Ld ORNERS Ld 0" TYP H ONSTRUTION JOINT ONTRTION JOINT /" +/- /8" (SELED PER ONTRT DOUMENTS ND SPEIITIONS) ORMED OR SWUT (LBELED SJ ON PLNS) (ONTRTION JOINT MY BE SUBSTITUTED) SUBMIT PROPOSED ONSTRUTION JOINT LOTIONS OR PPROVL PRIOR TO ONRETE PLEMENT H/ H/ " MIN /8" +/- /6" SWUT (UNSELED) /" +/- /8" SWUT (SELED PER ONTRT DOUMENTS & SPEIITIONS) (LBELED J ON PLN) SEE PLN OR SLB THIKNESS ND REINORING ONTROL JOINTS TO BE LOTED S SHOWN ON PLNS ND T H M ND SHLL BE SW UT S SOON S POSSIBLE BUT NO LTER THN 8 HOURS TER ONRETE PLEMENT " " 6" MIN TYPIL OUNDTION ONDUIT SLEEVE TYPIL HORIZ REIN - ON BEMS ND OUNDTIONS TYPIL SETION T INTERIOR MU WLL OUNDTION TYPIL SLB ON GRDE ONTROL JOINTS 6 7 /" = '-0" /" = '-0" /" = '-0" /" = '-0" //0 6:: PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt 8 OLUMN, SEE PLN BSE PL, SEE SHEDULE, ON " NON-SHRINK GROUT PD STM NHOR RODS SEE SHEDULE OR SIZE "" (x "B") TYPIL STEEL OLUMN SPRED OUNDTION /" = '-0" 8" SEONDRY POUR # ONT H T/ SLB EL SEE PLN T/ DN EL SEE PLN SEE SHEDULE OR OUNDTION SIZE & REINORING SQURE PLTE LETTERED DIMENSIONS W T HOLE DI L H K P (MIN) PLTE WSHER /8 7 NUT & WSHER PLTE WSHER BSE PLTE GROUT BED / 9 NHOR ROD DIMETER ( GR 6) / /8 / 7/8 / / / BSE PL HOLE DI /8 /6 9/6 /6 /6 /6 / / / / / / / / / / / 7/8 / 7 / / / / / 6 BOLT PROJETION /8 7 /8 8 / / /8 9 / /"x"x" /"x"x" /"x"x" HOLE DIMETER 9/6 /6 /6 /6 /6 /6 9/6 /6 / TYP BOLT LENGTH = H + P P H L K TK WELD NUT TO SQURE PLTE ND THREDED ROD d W T HEVY HE NUT & WSHER PLTE WSHER LEVELING NUT & WSHER STM NHOR ROD GR 6 TYP, UNO SQURE PLTE LL NHOR RODS, NUTS, WSHERS ND PLTES SHLL BE HOT DIP GLVNIZED ND SHIPPED S OMPLETE SSEMBLIES BY THE BRITOR GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID SETIONS ND DETILS MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

20 ST IN PLE REINORED ONRETE TIE BEM PLE METL LTH OR WIRE SREEN OVER ORES NOT TO BE ILLED (SHEET METL ND ELT PROHIBITED) VERTIL REINORING W/ MTHING DOWELS IN OUNDTION SEE PLN OR SIZE ND LOTION 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom 00 Ld REER TO PLN OR TIE BEM ELEVTIONS ' - " TIE BEM 8" Ld TIES TOP BRS W/ STD HOOKS TI E BEM BOTTOM BRS TIE BEM TIE BEM 8" HOOK DISONTINUOUS ENDS O TIE BEM REINORING T BEM INTERSETIONS WHERE NO ORNER LP BRS RE PROVIDED L-SHPED LP SPLIE BR T EH BOTTOM BR O TIE BEM HORIZ JOINT 6" O STRTING T IRST OURSE BOVE OUNDTION LP SPLIE 6" USE PREB L'S T WLL INTERSETIONS GROUT ILLED ELL MORTR ROSS WEBS DJENT TO ILLED ELLS MSONRY UNITS NOTE: PROVIDE LL LEN OUTS ON OPPOSITE SIDE O VIEW, WHERE EPOSED SET IRST OURSE IN ULL MORTR BEDDING 8" 8" ' - " - ' - " - ()# VERT # 8" O (8)# VERT # 8" O LEN OUT OPENINGS T GROUT ILLED ELL LOTIONS IN-LINE STEP STEP T BEM INTERSETION OUNDTION, SEE PLN TYPIL STEPPED TIE BEM DETIL /" = '-0" TYPIL MSONRY WLL ONSTRUTION /" = '-0" ONRETE OLUMN DETIL /" = '-0" T/ ROO SLB EL SEE PLN " BEM 8db 8db 8db Ld Ld Ld TIES T / SPEIIED SPING STD HOOK, 8db T & B BRS L-BRS TO MTH BEM REINORING NOTE: REER TO PLN ND DETILS OR SIZE ND QUNTITY O BEM REIN ON ILLED ELLS WITH VERTIL BRS ETENDING THRU BEM Ld T & B BRS "L" BRS TO MTH BEM REIN REER TO PLN ND DETILS OR SIZE ND QUNTITY O BEM REIN ONRETE TIE BEM, SEE PLNS ND DETILS NOTES: MSONRY ONTROL TEE INTERSETIONS, UNO 9 G WIRE LDDER REINORING MIN SPLIE TWO REINORED ELLS T WLL TERMINTIONS, ND JMBS T OPENINGS 7'-0" OR WIDER VERTIL BRS IN GROUT ILLED ELLS TYPIL T ORNERS, INTERSETIONS, EH SIDE O WLL OPENINGS, ND T WLL TERMINTIONS TYPIL WIRE LDDER REINOREMENT OR LL MU WLLS 6" O VERTILLY PROVIDE DDITIONL LYERS BOVE ND BELOW WINDOW ND DOOR OPENINGS SEE PLN OR SIZE ND SPING O VERTIL REINORING BRS USE PREBRITED L-SHPED WIRE SEGMENTS T WLL INTERSETIONS TERMINTE HORIZONTL WIRE REINORING T ONTROL JOINTS 6" TIES T SPEIIED SPING TIES T / SPEIIED SPING TIES T / SPEIIED SPING T/ LOOR SLB EL SEE PLN TIES T / SPEIIED SPING TIES T SPEIIED SPING 6" 6" 6" " BEM OLUMN OSET LP SPLIE 6 x BR DI OSET S REQ'D WHERE OSET EEEDS " SEPERTE DOWELS SHLL BE REQ'D TYPIL BOND BEM ND ORNER REINORING TYPIL ON TIE BEM ORNER REIN TYPIL HORIZONTL WLL REINORING / VERTIL ORNER REINORING 6 /" = '-0" /" = '-0" /" = '-0" TIES T / SPEIIED SPING TIES T / SPEIIED SPING 6" 6" 6" " MIN LL OLUMN REBR TO BE SHOP OSET BENT SLOPE O OSET INLINE NOT TO EEED :6 DOWEL SIZE TO MTH OLUMN REINORING W/ STNDRD I HOOKS T/ OUNDTION EL SEE PLN //0 6::7 PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt TIE BEM OR BOND BEM MU WLL ONTROL JOINT LDDER TYPE JOINT REINOREMENT TIE BEM SELNT TO MTH WLL SELNT /8" JOINT SW UT /" WIDE x /" DEEP JOINT THROUGH TIE BEM DIRETLY OVER WLL ONTROL JOINT REIN GROUT ILLED ELLS EH SIDE O JOINT W/ BR EQUL TO WLL REINORING BK-UP ROD ND ULK PER RH DETILS NOTES: DISONTINUE JOINT REINORING T ONTROL JOINTS ONTROL JOINTS TO BE LOTED T '-0" O M REER TO PLNS ND RHITETURL DRWINGS OR LOTIONS, SPING ND DDITIONL REQUIREMENTS JOINT IN TIE BEM MY BE ORMED USING /" HMER STRIP IN ORMS TIE BEM REINORING ONTINUOUS ROSS JOINT TWO 8"8" OR "8" PREST ONRETE GROUT ILLED LINTEL USE -# (-# OR " MU) EH OR SPNS 8'-0" TO 6'-0" ETEND REINORING " PST OPENING ON BOTH SIDES ONE 8"8" OR "8" PREST ONRETE GROUT ILLED LINTEL USE -# (-# OR " MU) OR SPNS LESS THN '-0" USE -# (-# OR " MU) OR SPNS '-0" TO 8'-0" ETEND REINORING " PST OPENING ON BOTH SIDES WINDOW OR DOOR OPENING LER SPN KNOKOUTS REQUIRED DD HORIZ JOINT REIN (ETEND '-0" PST LINTEL) 8" MIN BERING EH END VERTIL BR IN ILLED ELL EH SIDE O OPENING, ULL HEIGHT MTH SPEIIED WLL REINORING BR SIZE PROVIDE TWO REINORED ELLS EH SIDE O OPENINGS LRGER THN 7'-0" WIDE OR DOOR OPENINGS, USE PREST LINTELS NOTH S REQ'D LER SPN LINTEL DETIL PPLIES ONLY WHERE TOP O OPENING IS MINIMUM O ONE ULL BLOK OURSE BELOW TIE BEM 8 TYPIL MSONRY ONTROL JOINT 9 TYPIL MSONRY WLL OPENING LINTEL DETIL TYPIL MSONRY WLL OPENING REINORING 0 /" = '-0" /" = '-0" /" = '-0" OPENING W H VERTIL BR IN ILLED ELL EH SIDE O OPENING, ULL HEIGHT MTH SPEIIED WLL REINORING BR SIZE PROVIDE TWO REINORED ELLS EH SIDE O OPENINGS LRGER THN 7'-0" WIDE PREST LINTEL W/ REINORING, SEE TYPIL DETIL DD HORIZ JOINT REIN (ETEND '-0" PST LINTEL) MU WLL -# IN GROUT ILLED BOND BEM BELOW OPENING ETEND '-0" EH SIDE O OPENING NOTE: TYPIL OR OPENINGS T WINDOWS, LOUVERS, DUT HSES, OR OTHER UTILITIES 7 GRY RL KRUEGER, PE lorida License #0788 SHLLOW OUNDTION, SEE PLN & DETILS TYPIL STORY ONRETE OLUMN /" = '-0" 0 RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID SETIONS ND DETILS MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

21 NOTE: ROO SLOPE, SEE PLN ONT L/ NOTE: SEE OTHER DETILS ND SETIONS OR MORE INORMTION STL BEM SEE PLN JOISTS SHLL BE DESIGNED OR 00 LB SHORT TERM IL POINT LOD T Lx BRING LOTIONS LOD SHLL BE OMBINED W/ WIND LOD OMBINTIONS LOTE BRING T JOIST NEREST BEM MIDSPN OR BEM SPNS UP TO 0' LOTE T JOISTS NEREST / POINTS O BEM SPN OR BEMS OVER 0' LONG / / /6 TYP METL DEK, SEE PLN LH JOIST, SEE PLN UPLIT BRIDGING (TYP) STL BEM BOTTOM LNGE BRING T LOTIONS INDITED TYP LL POINTS O ONTT TER ROO DED LOD HS BEEN PPLIED TOP HORD O JOIST NOTE: ROO SLOPE, SEE PLN EMBED PL/"x7"x6" W/ () /" DI x 8" HS TB- TIE BEM R/W # BRS T&B ND # " O; HOOK VERTIL BRS INTO TIE BEM, TYP / / MSONRY WLL, SEE PLN TYPIL "LH" JOIST SUPPORT ONNETION T ROO GIRDER TYPIL "LH" JOIST SUPPORT ONNETION T WLL /" = '-0" /" = '-0" TYP NOTE: SEE OTHER DETILS ND SETIONS OR MORE INORMTION METL DEK, SEE PLN LH JOIST, SEE PLN UPLIT BRIDGING TYP T/ PRPET EL SEE RH U-BLOK, GROUT ILLED SOLID W/ -# ONT LOD "P" Lxx/ DIGONL BRE, ONE EH SIDE (TTH IN IELD) * NOTE: OR DJENT JOIST WITH MBER GRETER THN ", INSTLL Lx ON SLOPE TO PROVIDE MBER PROILE WITHIN /" VERTILLY INSTLL NGLE IN SHORT ENOUGH SETIONS TO OMMODTE SLOPE, SPLIE PER DETIL ONT Lxx/ (LLV) ROO DEK SUPPORT NGLE*, SEE DETIL /8 BRIDGING SHEMTI LL POINTS O ONTT METL DEK SEE ROO RMING PLN WELD ""-BRING OR ND & RD BYS ONLY HORIZ T & B BRIDGING SHLL BE ONT Lxx/x JOIST DEPTH W/ ()-/" DI EP BOLTS W/ " MIN EMBEDMENT; OPE ONE LEG ROUND ROO DEK SUPPORT NGLE T TOP WELD ""-BRING OR ND & RD BYS ONLY HORIZ T & B BRIDGING SHLL BE ONT L O PNEL POINT EISTING STEEL JOIST /6 /6 L /x /x/ W/ /" DI " O IN VERT LEG TO SUPPORT WOOD BLOKING OR PREB URBS ONTRTOR TO OORDINTE URB SIZE ND LOTION W/ PPROVED MEH SHOP DRWINGS L /x /x/ RME UNDER MEHNIL EQUIPMENT URBS, SEE TYPIL DETIL NOTE: SEE PLN OR DDITIONL LODING REQUIRED OR THE DESIGN O THE JOISTS SUPPORTING THE MEHNIL EQUIPMENT TYPIL BRIDGING DETIL T MSONRY TYPIL MEH EQUIPMENT SUPPORT / ROO HTH /" = '-0" /" = '-0" /6 METL DEK 87 Dixon Boulevard ocoa, L 9 opyright 0 TL Engineering for rchitecture, Inc O # Phone: ax: wwwtlc-engineerscom TYP 00 " METL DEK SEE PLN REINORE METL DEK WITH Lxx/x'-0" LONG EH SIDE O OPENING WELD EH LUTE RME NOT REQUIRED TOP HORD O JOIST OPENING SIZE /6 L /x /x/ RME ONTRTOR TO OORDINTE SIZE ND LOTION W/ PPROVED MEH SHOP DRWINGS TTH T NEREST BOTTOM HORD PNEL POINT TTH T NEREST TOP HORD PNEL POINT LOD ON TOP HORD /6 /6 EISTING STEEL JOIST MIN SMLL OPENING OPE NGLE T JOIST (TYP) OPENING SIZE LRGE OPENING /6 NOTES: Lxx/ DIGONL BRE, ONE EH SIDE (TTH IN IELD) LOD "P" LOD ON BOTTOM HORD /6 /6 MIN OPENING SMLLER THN " SQ LRGER THN 6" SQ LRGER THN " SQ OR ROUND DIGONL BRE IS NOT REQUIRED OR "" LESS THN TWO INHES PROVIDE DIGONL BRE T LOTION O ONENTRTED LODS SUH SPRTITIONS, HEVY PIPES, MEHNIL UNITS, HEVY LIGHTS ND NY OTHER ONENTRTED LODS S DIRETED BY ENGINEER P = ONENTRTED LOD GRETER THN 00 LBS TYPIL ROO OPENING DETIL /" = '-0" 6 TYPIL JOIST REINORING /" = '-0" ' - /" HSS6 BEM, SEE PLN NOTH ROUND OLUMN HSS6 BEM, SEE PLN NOTH ROUND OLUMN HSS6 BEM, SEE PLN NOTH ROUND OLUMN /" W8 ROO BEM, SEE PLN W8 ROO BEM, SEE PLN W8 ROO BEM, SEE PLN ' - /" /8" P PL WELDED TO OLUMN & BOLTED TO BEMS W/ ()-/"Ø S BOLTS P PL/8"x9"x'-0" WELDED TO OLUMN & BOLTED TO BEMS W/ ()-/"Ø S BOLTS / LL PO TYP / LL PO TYP HSS88 OLUMN, SEE PLN HSS88 OLUMN, SEE PLN HSS88 OLUMN, SEE PLN HSS88 OLUMN, SEE PLN W8 ROO BEM, SEE PLN HSS6 BEM, SEE PLN SETION - SETION B-B SETION - SETION D-D //0 6::9 PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt TYP / /8" RETURN TOP, TYP / " 7 NOTES: " /" W8 ROO BEM, SEE PLN L/8 W/ ()-/"Ø BOLTS, TYP PL/8"x6"x8" W/ ()-/"Ø S BOLTS; PROVIDE SHIMS S REQ'D, TYP HSS88 OLUMN, SEE PLN DO NOT PRIME SURES TO REEIVE SLIP RITIL BOLTS SLIP RITIL BOLTS SHLL BE ULLY PRETENSIONED USING N IS PPROVED METHOD SHORT SLOTTED HOLES MY BE USED TO ID IT-UP USE ULL SIZE SHIMS (WIDTH ND LENGTH), NOT INGER SHIMS, UNDER SLIP RITIL BOLTS TYPIL ROO ND INTERMEDITE BEM TO OLUMN ONNETIONS /" = '-0" TYP / B " /" B W8 ROO BEM, SEE PLN L/8 W/ ()-/"Ø BOLTS, TYP PL/8"x6"x8" W/ ()-/"Ø S BOLTS; PROVIDE SHIMS S REQ'D, TYP HSS88 OLUMN, SEE PLN HSS6 BEM, SEE PLN NOTH ROUND OLUMN / HSS88 OLUMN, SEE PLN HSS6 BEM, SEE PLN LL PO TYP HSS6 BEM, SEE PLN NOTH ROUND OLUMN D D HSS6 BEM, SEE PLN NOTH ROUND OLUMN / HSS88 OLUMN, SEE PLN LL PO TYP GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID SETIONS ND DETILS MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-

22 87 Dixon Boulevard ocoa, L 9 Phone: ax: wwwtlc-engineerscom METL DEK, SEE PLN ULL DEPTH ETENDED ENDS, ONT Lxx/ ONT /8" BENT PLTE METL DEK, SEE PLN METL DEK, SEE PLN ONT /8" BENT PLTE opyright 0 TL Engineering for rchitecture, Inc O # 00 T/ TIE BEM EL 7'-" T/ STEEL EL VRIES SLB800 VERTIL SLIP LIP W/ () 0" SHNK P'S TO BEM WEB T/ STEEL EL VRIES SLB800 VERTIL SLIP LIP W/ () 0" SHNK P'S TO BEM WEB ONT Lxx/ SLB800 VERTIL SLIP LIP W/ () 0" SHNK P'S TO BEM WEB ETEND JOIST END TO THE OUTSIDE E O WLL T/ STEEL EL 8'-" METL DEK, SEE PLN LH JOIST, SEE PLN TIE BEM TB-, 8x6 R/W ()-# BRS T&B ND # STIRRUPS T " O T/ BOND BEM EL '-0" ONT BOND BEM R/W ()-# BRS ONNETION TO WLL BY SPEILTY ENGINEER /8" STUDS (6S6-) T 6" O HSSx6 TUBES LIGN INSIDE E O HSSx6 W/ INSIDE E O OLUMNS / HSSx6 TUBES LIGN INSIDE E O HSSx6 W/ INSIDE E O OLUMNS T/ STEEL EL '-0 /8" /8" STUDS (6S6-) T 6" O /8" TRK (6T-) W/() 0" SHNK P'S T 6" O /8" STUDS (6S6-) T 6" O T/ STEEL / EL '-0 /8" PRE-ENGINEERED LIGHT GGE TRUSSES T " O, BY SPEILTY ENGINEER T/ STEEL EL '-0 7/8" T/ STEEL EL '-0 7/8" HSSx6 TUBES LIGN INSIDE E O HSSx6 W/ INSIDE E O OLUMNS EISTING STRUTURE /8" TRK (6T-) W/() 0" SHNK P'S T 6" O HSS8x8 OLUMN BEYOND HSS8x8 OLUMN BEYOND /8" TRK (6T-) W/() 0" SHNK P'S T 6" O T/ STEEL EL '-0 7/8" HSS8x8 OLUMN BEYOND SETION T LIGHT GGE TRUSS SETION T SOUTH ROO RMING SETION T NORTH RMING SETION T JOIST BERING /" = '-0" /" = '-0" /" = '-0" /" = '-0" TYP /6-8" W8 ROO BEM ETENDING OUT ROM WLL OVER ORRIDOR METL DEK, SEE PLN ONT /8"x"x8" BENT PLTE T/ STEEL EL VRIES TIE BEM BEYOND ' - " SLB800 VERTIL SLIP LIP W/ () 0" SHNK P'S TO BEM WEB / / EMBED PL /"x7"x" W/ ()-/"x8" HEDED STUDS //0 6::9 PM :\Revit Local\0 Projects\00 - Suwanee HS\00-Suwanee HS -STR - Localrvt MSONRY WLL BEYOND 8"x8" ONRETE OLUMN - (BEYOND) R/W 8# BRS & # " O / HSSx6 TUBE ETENDING OUT ROM WLL ROSS ORRIDOR STEP OLUMN OVER EMBED PLTE /"x7"x" W/ ()-/"x8" HS 8"x6" ONRETE OLUMN - (BEYOND) R/W # BRS & # " O ' - " ' - 0" SETION T NEW WLL PENETRTION /" = '-0" ' - " ' - " /8" STUDS (6S6-) T 6" O PK BEM/OLUMN NOTHES W/ GROUT (OR IRE PROOING MTERIL) TER STEEL ERETION IS OMPLETE NOTH OLUMN T HSS6 TUBE /8" TRK (6T-) W/() 0" SHNK P'S T 6" O T/ STEEL EL '-0 7/8" EISTING ROO STRUTURE, SEE RH OR EPNSION JOINT BETWEEN NEW ND EISTING GRY RL KRUEGER, PE lorida License # RHITETS IN SSOITION ROOD ND ZWIK, IN REVISIONS ND UPDTES 0/0/ 00% ONSTRUTION DOUMENTS SUWNNEE OUNTY SHOOL BORD SUWNNEE HIGH SHOOL OURTYRD RENOVTION PINE VE, SW LIVE OK, LORID SETIONS ND DETILS MS GK GK job no RHITETS IN SSOITION ROOD, ZWIK & KERR 600 LORID VENUE SUITE 0 OO, LORID 9 TELEPHONE () S-