SWING SPACE BUILDING CODE NOTES: OAK HALL

Transcription

1 RCHITECT: BOVE FINISHE FLOOR FF CCESS OOR COUSTICL COUS COUSTICL CEILING BOR CB COUSTIC CEILING TILE CT HESIVE H JCENT J JUSTBLE JUST IR CONITIONING C LTERNTE LT LUMINUM LUM NCHOR BOLT B NGLE L NOIZE NO PRTMENT PT RCHITECT, RCHITECTURL RCH SPHLT SPH UTOMTIC UTO VERGE VG BLNCE BL BLLE & BGGE B&B BRRIER FREE BF BSEMENT BSMT BEM BM BERING BRG BEROOM BR BETWEEN BTWN BEVELE BEV BITUMINOUS BIT BLOCK BLK BLOCKING BLKG BOR B BY OTHERS BO BOTTOM BOT,B BOTTOM OF CURB BOC BOTTOM OF STEEL BOS BRCKET BRKT BRICK BRK BRICK COURSE BC BUILING BLG BUILT-UP ROOFING BUR CBINET CB CRPET CPT CSING BE CSING B CHLK BOR CB CST IRON CI CEILING CLG CEMENT, CEMENTITIOUS CEM CEMENT PLSTER CEM.PLS CENTER CTR CENTER LINE CLG CERMIC TILE CT CHNNEL CH CLER, CLERNCE CLR CLER TEMPERE PLTE GLSS CTP CLOSET CLOS COLUMN COL COL ROLLE CHNNEL CRC COMPOSITE COMP COMPRESSIBLE COMPR CONCRETE CONC CONCRETE MSONRY UNIT CMU CONFERENCE CONF CONSTRUCTION CONST CONTINUOUS CONT CONTROL CONTR CONTROL JOINT CJ CONVECTOR CONV CORRIOR CORR COUNTER FLSHING CTR FLSH'G COURSE C CUBIC FEET CF MPPROOFING P EPRTMENT EPT ETIL TL IGONL IG IMETER I IFFUSER IFF IMENSION IM ISPENSER ISP IVISION IV OOR R OUBLE BL OWN N RWING WG ECH E EST E ELSTOMERIC ELST ELECTRIC, ELECTRICL ELEC ELECTRIC WTER COOLER EWC ELEVTION EL ELEVTOR ELEV EMERGENCY EMERG ENCLOSURE ENCL ENTRNCE ENTR EQUL EQ EQUIPMENT EQUIP EXHUST EXH EXISTING EXIST EXPNSION JOINT EJ EXPOSE EXP EXTERIOR EXT EXTRUSION, EXTRUE EXTR FEET FT FIBERGLSS FIB FIBERGLSS REINFORCE FRP FILLER PNEL FP FINISH FIN GENERL NOTES FINISH TO FINISH FIRE EXTINGUISHER CBINET FIRERETRNT TRETE FLOOR RIN FLOOR FLUORESCENT FOOTING FOUNTION FRME FULL SIZE FURNISH FURRING GGE, GUGE GLLON GLVNIZE GENERL CONCRETE GLSS GLSS FIBER REINFORCE CONC GLZE GLUE LMINTE GRE GROUN GYPSUM GYPSUM WLLBOR HN HNICPPE HNRIL HRBOR HRWRE HE HET HETING, VENTILTING N /C HIGH HIGHPOINT HIGHWY HOLLOW CORE HOLLOW METL HOLLOW STRUCTURL SECTIONS HORIZONTL HORSEPOWER HOUR HYRNT INCHES INCLUE INSIE IMETER INSULTION INTERIOR INVERT JNITOR JOINT JNITOR CLOSET KILN RIE KITCHEN KNOCKOUT KICK PLTE LMINTE LVTORY LE COTE COPPER LEFT LEFT HN LENGTH LIGHTING LIGHTWEIGHT LIVING ROOM LONG LOUVER LOW POINT MCHINE MINTENNCE MNUFCTURER MRKER BOR MSONRY MSONRY OPENING MTERIL MECHNICL MEMBRNE METL METL CEILING PNEL MEZZNINE MINIMUM MISCELLNEOUS MOIFIE BITUMINOUS MOLING MOUNTE MOVBLE MULLION MULTIPLE NTURL NOMINL NOMINL INSIE IMETER NORTH NOT IN CONTCT NOT TO SCLE NUMBER ON CENTER OPENING OPPOSITE OUNCE OUTSIE IMETER OVERFLOW RIN OVERLL OVERHE PINTE PIR PNEL PRTITION PRTICLE BOR PVEMENT FTF FEC FT F FL FLUOR FTG FN FR FS FURN FUR G GL GLV GC GL GFRC GLZ GLU LM G GN GYP GWB HN HCP HNRL HB HWE H HT HVC H HPT HWY HC HM HSS HORZ HP HR HY IN INCL I INSUL INT INV JN JT JC K KIT KO KP LM LV LCC L LH LG LTG LTWT LR LNG LVR LP MCH MINT MFR MB MS MO MTL MECH MEMB MTL MCP MEZZ MIN MISC MO BIT MLG MT MVBL MULL MULT NT NOM NI N NIC NTS NOM OFF OC OPNG OPP OZ OUT I O O OH PT PR PNL PTN PRT B PVMT PERFORTE PHILLIP'S HE SCREW PHOTOVOLTIC PLNT PLTE PLSTER PLSTIC LMINTE PLYWOO POUNS PER SQURE FOOT POUNS PER SQURE INCH PRESSURE PRESSURE TRETE PROTECTION QURRY TILE RIUS RIN WTER CONUCTOR RIN WTER LEER RECESSE RECTNGULR REFERENCE REFRIGERTOR REINFORCING REINFORCING BR REMOVBLE REQUIRE REVISION, REVISE RIGHT RIGHT HN RISER ROOF RIN ROOFING ROOM ROUGH OPENING ROUN RUBBER RUBBER BSE RUBBER NILER FSTENING STRIP SNITRY SCHEULE SCORE JOINT SELE SECTION SHEET SIMILR SOFTWOO SOLI CORE SOUN TTENUTION BLNKET SOUN TRNSMISSION CLSSIFICTION SOUTH SPCES SPECIFICTION SQURE SQURE FOOT STNRQ STEEL STINLESS STEEL STORGE STORM STRIGHT STRUCTURL STRUCTURL SILICONE GLZING STUCCO SUBFLOOR SURFCE SUSPENE SWITCH SYSTEM TCKBOR TEMPORRY TERRZZO TEMPERTURE THERML THRESHOL TONGUE N GROOVE TOP OF BEM TOP OF CURB TOP OF WLL TOP OF STEEL TRE TRETE TYPICL UNFINISHE UTILITY UNLESS OTHERWISE NOTE VLUE VENEER VENTILTING VERIFY IN FIEL VERTICL VINYL BSE VINYL COMPOSITION TILE VOLUME WINSCOT WTER CLOSET WLL COVERING WTERPROOF WTERRESISTNT WEIGHT WELE WIRE FBRIC WEST WIE FLNGE WINOW WITH WITHOUT WOO YR PERF PHS PV PLT PL PLS PLM PLYW PSF PSI PRES PT, PRT PROT QT R, R RWC RWL REC RECT REF REFR REINF REBR REM REQ REV RT RH R R RFG RM RO RN RUB RB RNFS SN SCHE SC JT SL SECT SHT SIM SFTW SC SB STC S SP SPEC SQ SQ FT ST STL SST STOR ST STR STRUC SSG STC SUBFL SURF SUSP SW SYS, SYST TB TEMP TER TEMP THERM THRESH T&G TOB TC TW TOS T TRT TYP UNFIN UTIL UON VL VEN VENT VIF VERT VB VCT VOL W WC W COV WP WR WT WWF W WF WW W/ W/O WW Y. LL WORK SHLL BE PERFORME IN CCORNCE WITH PPLICBLE COES, LL LOCL, STTE N FEERL REGULTIONS, N IN PROFESSIONL WORKMN LIKE MNNER. SWING SPCE BUILING COE NOTES: OK HLL. OBTIN, FILE N PY FEES FOR LL REQUIRE INSPECTIONS, N CERTIFICTES. BUILING COE SUMMRY pplicable Reference Codes: ) UNIFORM CONSTRUCTION COE, STTE OF NEW JERSEY ) INTERNTIONL BUILING COE, 05, NJ EITION 3) INTERNTIONL MECHNICL COE, 05 ) INTERNTIONL FUEL GS, 05 5) N.J..C. 5:3-7 BRRIER FREE SUBCOE N NSI ) THE NTIONL STNR PLUMBING COE, 05 7) THE NTIONL ELECTRICL COE, 0 8) SHRE ) INTERNTIONL FIRE COE 05 0) NEW JERSEY REHBILITTION SUBCOE 5:3-6., PROVIE LL NECESSRY EMOLITION OR REMOVL OF EXISTING WORK S REQUIRE IN CONNECTION WITH THIS PROJECT, INCLUING SHORING, BRCING, ETC. N LEGLLY REMOVE UNWNTE MTERIL N EBRIS FROM THE SITE. PROVIE EQUTE BRRICES N OTHER TEMPORRY PROTECTION TO PREVENT INJURY TO PERSONS. BUILING SUMMRY: Existing Building: Oak Hall Existing Occupancy Classification: Proposed Occupancy Classification:. CONTRCTORS N THEIR STFF RE CONSIERE BY THE OWNER N RCHITECT, THROUGHOUT THE PREPRTION OF OCUMENTS N THE CONSTRUCTION SEQUENCE, TO BE KNOWLEGEBLE PROFESSIONLS SKILLE IN THEIR TRE, N THT THEY LONG WITH THE RCHITECT SHLL ENEVOR TO PROUCE QULITY PROUCT. 3. VERIFY LL IMENSIONS N CONITIONS T THE PROJECT SITE FFECTING THE WORK ESCRIBE ON THE RWINGS N IN THE SPECIFICTIONS. BRING TO THE TTENTION OF THE RCHITECT NY ISCREPNCIES WHICH MY LTER OR IMPEE THE ORIGINL OR INTENE ESIGN. 6. O NOT SCLE THE RWINGS. 7. RWINGS EPICT GENERL CONSTRUCTION (RCHITECTURL, CIVIL, MEPFP, FOOSERVICE, STRUCTURL, VIT). REFER TO SEPRTE PCKGE S PREPRE BY LNGN ENGINEERING FOR WORK RELTE TO HZROUS MTERIL BTEMENT. Fire Suppresion System: llowable Height & rea (with modifications per 50, 506): Most Restrictive Group B llowable: R- - Residential (Existing) B - Business (Proposed) Construction Type VB, Unprotected, Combustible Single Occupancy (B) Fully Sprinklered, Per NFP 3 (Proposed) GENERL (SWING SPCE) Sheet Number C00S G00S G00S Sheet Number. CS MTERIL SYMBOLS ERTH RIGI INSULTION POROUS FILL ROUGH WOO CONTINUOUS CONCRETE MSONRY UNIT ROUGH WOO INTERMITTENT BRICK ROUGH WOO CONTINUOUS CONCRETE FINISHE WOO CST STONE INSULTE METL PNEL Fire Suppression: Existing NFP3R to be upgraded per NFP3. Fire Resistant Construction: Exterior Walls Load Bearing: 0hr (tablle 60) 0-5 ft hr (Table 60) 5-0ft hr (Table 60) More than 0ft 0hr (Table 60) Exterior Non Loadbearing walls: -- hr (Table 60) 0-5 ft hr (Table 60) 5-0ft hr (Table 60) More than 0ft 0hr (Table 60) 0 hr (Table 60) 0 hr (Table 60) 0 hr (Table 60) 0 hr (Table 60) Sheet Number S 0S STEEL GROUT LUMINIUM BTT INSULTION Fire Walls 3hr (table 706.) Fire Seperation ssemblies: Exit enclosures less than :stories Exit Enclosures more than stories: Shafts/ Elevators Less than stories: Shafts/ Elevators more than stories: hr (03.) hr (03.) hr (73.) hr (73.) PLYWOO GYPSUM WLLBOR BTT INSULTION Fire Partitions: Exit ccess Corridors: 0 hr (Table.) welling unit seperation: No welling units in Change of use Smoke Barrier: H00S H00S H0S H60S H90S ccessory Storage Rooms: Greater than 50 sf/ less than sf Greater Than sf Sheet Number. P00S P00S Exterior Loadbearing Walls and partitions, Columns, Girders, nd Framing. P0S P03S P60S PROPOSE NEW SERVICE WTER MIN CONNECTIONS 0//08 Sheet Name Sheet Issue ate SWING SPCE PLNS SWING SPCE PLNS 08/5/08 08/5/08 Sheet Name. HVC - COVER SHEET HVC - LEVEL 0 SWING SPCE - NEW WORK HVC - LEVEL SWING SPCE - NEW WORK HVC ETILS, CONTROLS, N SCHEULES HVC SPECIFICTIONS Sheet Issue ate. 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 Sheet Name. Sheet Issue ate. PLUMBING - SWING SPCE COVER SHEET PLUMBING - LEVEL 0 SWING SPCE NEW WORK PLUMBING - LEVEL SWING SPCE NEW WORK PLUMBING - LEVEL SWING SPCE NEW WORK PLUMBING - LEVEL 3 SWING SPCE NEW WORK PLUMBING - SWING SPCE ETILS 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 FIRE PROTECTION (SWING SPCE) Sheet Number. FP00S FP0S FP0S Smoke Partition (maintaining existing) Smoke Partition (maintaining existing) Sheet Name. PLUMBING (SWING SPCE) FP00S hr ( 709.3) Matthew McChesney Sheet Issue ate. MECHNICL (SWING SPCE) P0S Primary Structural Frame : Nonbearing walls and partitions : Floor construction and associated secondary members: Roof Construction and associated secondary members: 08/5/08 08/5/08 08/5/08 RCHITECTURL (SWING SPCE) Sheet Number. Height: 3 ft Stories: 3 (above grade plane) rea: 5,30 sf max floor plate COVER SHEET LIFE SFETY LIFE SFETY CIVIL (SWING SPCE) (Building equipped throughout with automatic sprinkler) ctual: Sheet Issue ate Height: 60 ft Stories: 3 (above grade plane) rea: 7,000 sf per story GRPHIC SYMBOLS Sheet Name FP03S FP60S Sheet Name. FIRE PROTECTION - SWING SPCE COVERSHEET FIRE PROTECTION - LEVEL 0 SWING SPCE NEW WORK FIRE PROTECTION - LEVEL SWING SPCE NEW WORK FIRE PROTECTION - LEVEL SWING SPCE NEW WORK FIRE PROTECTION - LEVEL 3 SWING SPCE NEW WORK FIRE PROTECTION - SWING SPCE ETILS Sheet Issue ate. 08/5/08 LOCTION PLN E00S E300S E30S E30S E303S E50S E60S E70S ELECTRICL - SWING SPCE COVER SHEET ELECTRICL - LEVEL 0 SWING SPCE NEW WORK ELECTRICL - LEVEL SWING SPCE NEW WORK ELECTRICL - LEVEL SWING SPCE NEW WORK ELECTRICL - LEVEL 3 SWING SPCE NEW WORK ELECTRICL - SWING SPCE SINGLE LINE IGRM ELECTRICL - SWING SPCE - PNEL SCHEULES ELECTRICL - SWING SPCE - ETILS IT00S IT300S IT30S ROWN UNIVERSITY, GLSSBOROUGH, NEW JERSEY (NOT TO SCLE) IT30S IT303S IT50S Sheet Name. INFORMTION TECHNOLOGY - SWING SPCE - COVER SHEET INFORMTION TECHNOLOGY - LEVEL 0 SWING SPCE - NEW WORK INFORMTION TECHNOLOGY - LEVEL SWING SPCE - NEW WORK INFORMTION TECHNOLOGY - LEVEL SWING SPCE - NEW WORK INFORMTION TECHNOLOGY - LEVEL 3 SWING SPCE - NEW WORK INFORMTION TECHNOLOGY - SWING SPCE - ETILS Revision 08/5/08 08/5/08 08/5/08 08/5/08 Sheet Issue ate. 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 08/5/08 INFORMTION TECHNOLOGY (SWING SPCE) Sheet Number. ate 0//08 ddendum ELECTRICL (SWING SPCE) Sheet Name. No. 08/5/08 0 hr (Table 60) Sheet Number. Rowan University 0 Mullica Hill Rd, Glassboro, NJ 0808 BBREVITIONS Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ ROWN BUNCE CIF The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: OK HLL SWING SPCE KSS RCHITECTS 337 Witherspoon Street Princeton, NJ 085 t: KSS RCHITECTS Princeton Philadelphia 337 Witherspoon Street Princeton, NJ 085 t: So. Independence Mall West Suite 9 Philadelphia, P 906 t: The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: Sheet Issue ate. 08/5/08 08/5/08 08/5/08 Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ /5/08 08/5/08 08/5/08 OK HLL SWING SPCE ROWN BUNCE CIF Rowan University ISSUE FOR PERMIT 0 Mullica Hill Rd, Glassboro, NJ 0808 Project No.: 59 Issued: 08/5/08 COVER SHEET C00S -

2 CL PLN LEGEN 330 8" COMPONENT NME REQUIRE WITH 5 5" PROVIE CLER WITH OF COMPONENT CTUL OCCUPNT CPCITY MXIMUM OCCUPNT CPCITY OF COMPONENT NET/GROSS SQURE FEET B B 7 7 SF SF CTUL OCCUPNCY OCCUPNCY NSF/GSF PER OCCUPNT Matthew McChesney - EXISTING SMOKE PRT. CIRC H00 83 SF EXISTING SMOKE PRT. EXISTING SMOKE PRT. VESTIBULE 000 SF C 5 (+7) 0" 0" TRVEL ISTNCE (FT) N ROUTE OF EXIT CCESS MOST REMOTE POINT SERVE BY EXIT OCCUPNT LO TOTLE OCCUPNT COUNT LENGTH OF COMMON PTH OF TRVEL 0//08 :8:0 PM K:\ Rowan Rehab\Graphics\0 Working rawings\3.0 3 Model\CURRENT LOCL\Oak Hall_Central_7-7-08_Swing Space_bpoulin.rvt WTER FOUNTIN JNITORS SINK EXISTING MECHNICL ROOM SF EXISTING MECHNICL ROOM 007 OK HLL - PLN BSEMENT PLN SWING SPCE G00S 0 /8" = '-0" 37 SF UP N UP EXISTING RTE ENCLOSURES STORGE SF '-6" 93 PRINT ROOM 0 86 SF 3 3 (3) SHRE MNGER 93 SF WF 8 IRECTOR 8 SF OOR HR VP 5 SF 5 0 3" 89 OOR 7 0 () SHRE MNGER OK HLL - PLN LEVEL Egress Plan SWING SPCE G00S /8" = '-0" 0 89 SF OOR () SHRE MNGER SF () SHRE MNGER SF STORGE SF 3 () SHRE MNGER (3) SHRE STUENT WORKER ROOM SF SF OOR 0 N UP EXISTING MF CLOSET SF OOR 7 0 STORGE 00 3" 98 SF 96 () SHRE MNGER SF OOR 0 6 IRECTOR 0 6 SF STORGE SF IRECTOR 03 5 SF 5 EXISTING RTE ENCLOSURES SF 3 3 (3) CLERICL STTIONS 0 WF PRINT ROOM SF WTER FOUNTIN E F B B C JNITORS SINK E F OCCUPNCY LO LEVEL : 5,00SF TBULR: CTUL: LEVEL : 5,00SF TBULR: CTUL: LEVEL 3: 3,600SF TBULR: CTUL: TOTL: TBULR: CTUL: F.S.. X CCESSIBLE ENTRNCE PROPERTY LINE 3-HOUR FIRE RESISTNCE RTE CONSTRUCTION -HOUR FIRE RESISTNCE RTE CONSTRUCTION -HOUR FIRE RESISTNCE RTE CONSTRUCTION SMOKE BRRIER MXIMUM LLOWBLE CPCITIES: FIRE SEPRTION ISTNCE CONVERGING OCCUPNT LO FROM BOVE OR BELOW T COMPONENT GSF Per B Use = 5 occupants 9 occupant GSF Per B Use = 5 occupants 30 occupant GSF Per B Use = 36 occupants occupant GSF Per B Use = 0 occupants 83 occupants Min llow Min ctual Egress Factor Total llow Occ Stairs: (5.3.) 80 Corridors: 36.5 (5.3.) 80 oor: (5.3.) 0 oors (PR): (5.3.) 6 Max Travel istance Occupancy With Sprinkler System B EXCEPTION. INICTES IN SERVING N OCCUPNT LO OF LESS THN 50 SHLL HVE WITH OF NO LESS THN. PLUMBING FIXTURE COUNT 05 NTIONL STNR PLUMBING COE, TBLE 7.. USE GROUP: B OCCUPNT LO BSE ON EXPECTE OCCUPNCY LO: (C) EQUL NUMBER OF ECH SEX: 5 x 50% = TOTL OCCUPNT LO FOR PLUMBING FIXTURE COUNT: USE GROUP B WTER... LVTORI... M W M W ECH 'L 50 OVER 50 RINKING WTER... COMPLIES () RINKING WTER FCILITIES FOR CUSTOMERS RE NOT REQUIRE IN RESTURNTS OR OTHER FOO SERVICE ESTBLISHMENTS IF RINKING WTER IS VILBLE (7..8.C). RINKING WTER FCILITIES RE NOT REQUIRE FOR CUSTOMERS IN MERCNTILE OR BUSINESS ESTBLISHMENTS WHERE NORML OCCUPNCY IS SHORT TERM (7..7.C). KITCHEN SINKS N BR SINKS MY BE USE FOR EMPLOYEE RINKING WTER FCILITIES. (6) IN BUILINGS WITH MULTIPLE FLOORS, CCESS TO FIXTURES SHLL NOT EXCEE ONE VERTICL STORY (7..3.). () REQUIREMENTS FOR EMPLOYEES N CUSTOMERS MY BE MET WTH SINGLE SET OF RESTROOMS (7..7.) (5) SEE 7.. N 7..7 FOR TOILET FCILITIES FOR OCCUPNCIES WITH TOTL FLOOR RE OF 500 SF OR LESS. () SERVICE SINKS MY NOT BE REQUIRE ON FLOOR LEVELS IF THE HJ ETERMINES THT HOUSEKEEPING IS NOT REQUIRE. SERVICE SINKS -5 PER PEOPLE () SERVICE SINK PER FLOOR () TOTL REQ' 3 TOTL PROVIE OK HLL SWING SPCE ROWN BUNCE CIF KSS RCHITECTS Princeton Philadelphia 337 Witherspoon Street Princeton, NJ 085 t: So. Independence Mall West Suite 9 Philadelphia, P 906 t: The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ ISSUE FOR PERMIT Project No.: 59 Issued: 08/5/08 LIFE SFETY Rowan University 0 Mullica Hill Rd, Glassboro, NJ 0808 No. ate Revision G00S

3 (3) CERICL STTION TENURE FCULTY SF URECTOR 09 SF FCULTY 07 SF (3) SHRE 0 77 SF PLN LEGEN 330 8" 5 5" COMPONENT NME REQUIRE WITH PROVIE CLER WITH OF COMPONENT CTUL OCCUPNT CPCITY MXIMUM OCCUPNT CPCITY OF COMPONENT NET/GROSS SQURE FEET 7 7 SF SF CTUL OCCUPNCY OCCUPNCY OOR 8 0 3" 6 WTER FOUNTIN OOR 8 0 3" B B 5 (+7) 0" NSF/GSF PER OCCUPNT TRVEL ISTNCE (FT) N ROUTE OF EXIT CCESS MOST REMOTE POINT SERVE BY EXIT OCCUPNT LO TOTLE OCCUPNT COUNT Matthew McChesney - 0//08 :8: PM K:\ Rowan Rehab\Graphics\0 Working rawings\3.0 3 Model\CURRENT LOCL\Oak Hall_Central_7-7-08_Swing Space_bpoulin.rvt " JN. CLOSET 0B 8 SF 0 WOMEN'S RESTROOM 0 09 SF 5 E+ 3 N JN. CLOSET 33CL 9 SF 5 MEN'S RESTROOM 3B 0 SF SST. VP 3 5 SF 5 SF S 5 SF 65 () SHRE MNGER 65 SF E+ SHRE BREKOUT SPCE SST. VP 536 SF 3 SF 6 6 RE 93 WTER FOUNTIN 3" () SHRE MNGER 0 OK HLL - PLN LEVEL Egress Plan SWING SPCE G00S G00S /8" = '-0" OK HLL - PLN LEVEL 3 RENOVTION Egress Plan SWING SPCE /8" = '-0" 93 SF OOR 6 0 S3 6 SF 80 WF S3 87 SF MEN'S RESTROOM 5 3" 0 SF 6 80 OOR E WF () SHRE MNGER 87 9 SF SF E SF SENIOR IRECTOR (PURCHSING) WF 83 SF 5 SF TENURE STFF 307 TENURE STFF SF MEN'S RESTROOM OOR 0 5 SF " N S 90 SF WF S 6 SF () SHRE FCULTY 00 SF WTER FOUNTIN OOR " 7 RE 535 () SHRE FCULTY 0 7 SF OPEN SF 6 6 () SHRE FCULTY SF S 59 SF 5 SF 9 FCULTY 0 5 SF TENURE STFF 30 MEN'S ROOM SF WOMEN'S RESTROOM 09 SF JN. CLOSET 39 7 SF 80 OOR JN. CLOSET B 36 8 SF 80 C E F 3" B B C E F OCCUPNCY LO LEVEL : 5,00SF TBULR: CTUL: LEVEL : 5,00SF TBULR: CTUL: LEVEL 3: 3,600SF TBULR: CTUL: TOTL: TBULR: CTUL: F.S.. X 0" LENGTH OF COMMON PTH OF TRVEL CCESSIBLE ENTRNCE PROPERTY LINE 3-HOUR FIRE RESISTNCE RTE CONSTRUCTION -HOUR FIRE RESISTNCE RTE CONSTRUCTION -HOUR FIRE RESISTNCE RTE CONSTRUCTION SMOKE BRRIER MXIMUM LLOWBLE CPCITIES: FIRE SEPRTION ISTNCE CONVERGING OCCUPNT LO FROM BOVE OR BELOW T COMPONENT GSF Per B Use = 5 occupants 9 occupant GSF Per B Use = 5 occupants 30 occupant GSF Per B Use = 36 occupants occupant GSF Per B Use = 0 occupants 83 occupants Min llow Min ctual Egress Factor Total llow Occ Stairs: (5.3.) 80 Corridors: 36.5 (5.3.) 80 oor: (5.3.) 0 oors (PR): (5.3.) 6 Max Travel istance Occupancy With Sprinkler System B EXCEPTION. INICTES IN SERVING N OCCUPNT LO OF LESS THN 50 SHLL HVE WITH OF NO LESS THN. PLUMBING FIXTURE COUNT 05 NTIONL STNR PLUMBING COE, TBLE 7.. USE GROUP: B OCCUPNT LO BSE ON EXPECTE OCCUPNCY LO: (C) EQUL NUMBER OF ECH SEX: 5 x 50% = TOTL OCCUPNT LO FOR PLUMBING FIXTURE COUNT: USE GROUP B WTER... LVTORI... M W M W ECH 'L 50 OVER 50 RINKING WTER... COMPLIES () RINKING WTER FCILITIES FOR CUSTOMERS RE NOT REQUIRE IN RESTURNTS OR OTHER FOO SERVICE ESTBLISHMENTS IF RINKING WTER IS VILBLE (7..8.C). RINKING WTER FCILITIES RE NOT REQUIRE FOR CUSTOMERS IN MERCNTILE OR BUSINESS ESTBLISHMENTS WHERE NORML OCCUPNCY IS SHORT TERM (7..7.C). KITCHEN SINKS N BR SINKS MY BE USE FOR EMPLOYEE RINKING WTER FCILITIES. (6) IN BUILINGS WITH MULTIPLE FLOORS, CCESS TO FIXTURES SHLL NOT EXCEE ONE VERTICL STORY (7..3.). () REQUIREMENTS FOR EMPLOYEES N CUSTOMERS MY BE MET WTH SINGLE SET OF RESTROOMS (7..7.) (5) SEE 7.. N 7..7 FOR TOILET FCILITIES FOR OCCUPNCIES WITH TOTL FLOOR RE OF 500 SF OR LESS. () SERVICE SINKS MY NOT BE REQUIRE ON FLOOR LEVELS IF THE HJ ETERMINES THT HOUSEKEEPING IS NOT REQUIRE. SERVICE SINKS -5 PER PEOPLE () SERVICE SINK PER FLOOR () TOTL REQ' 3 TOTL PROVIE OK HLL SWING SPCE ROWN BUNCE CIF KSS RCHITECTS Princeton Philadelphia 337 Witherspoon Street Princeton, NJ 085 t: So. Independence Mall West Suite 9 Philadelphia, P 906 t: The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ ISSUE FOR PERMIT Project No.: 59 Issued: 08/5/08 LIFE SFETY Rowan University 0 Mullica Hill Rd, Glassboro, NJ 0808 No. ate Revision G00S

4 PENNONI SSOCITES INC. 55 Grove Street, Suite B Haddon Heights, NJ T F GENERL NOTES: GLSSBORO WTER N SEWER NOTES: THE LOCTION, ELEVTION N SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRCT RWINGS RE PPROXIMTE N RE BSE UPON BEST VILBLE INFORMTION PROVIE TO ENGINEER. THE FOLLOWING SHLL BE PERFORME BY THE CONTRCTOR:. ) VERIFY THE LOCTION OF EXISTING UNERGROUN UTILITIES WITHIN THE WORK RE PRIOR TO CONSTRUCTION. NORTH. WTER PIPING SMLLER THN 3" SHLL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLRE FITTINGS. WTER PIPING SHLL BE ISINFECTE BY CONTCT WITH CHLORINE SOLUTION NOT LESS THN 50 PPM FOR NOT LESS THN HOURS. B) EXERCISE EXTREME CUTION WHEN WORKING JCENT TO EXISTING POWER, COMMUNICTIONS, WTER OR GS LINES TO PREVENT MGE TO THESE LINES. WHEREVER THE TRENCH BOTTOM OES NOT FFOR SUFFICIENT BERING STRENGTH TO SUSTIN THE WEIGHT OF THE PIPE N SUPERIMPOSE LOS, IT SHLL BE OVER EXCVTE N STBILIZE WITH INCH THICK MINIMUM LYER OF CRUSHE STONE. C) IMMEITELY REPIR NY MGE TO EXISTING UTILITIES IN MNNER PPROVE BY THE ENGINEER, T NO ITIONL COST TO THE OWNER. CONTRCTOR'S EFFORTS SHLL BE ME TO RETIN EXISTING TREES, VEGETTION N NTURL CHRCTERISTICS OF THE TRCT. 3. G-. THE CONTRCTOR IS RESPONSIBLE FOR MKING HIS OWN SITE EXMINTION N ETERMINING THE. CTUL NTURE N EXTENT OF EXISTING CONITIONS PRIOR TO UNERTKING WORK. THE CONTRCTOR SHLL BE RESPONSIBLE FOR RESTORING, PVING, TOPSOILING, SOING, FERTILIZING N SEEING LL RES ISTURBE BY HIS CTIVITIES. G-3. INSPECTION OF OR FILURE TO INSPECT NY MTERILS OR WORKMNSHIP BY STTE, COUNTY OR BOROUGH OFFICILS SHLL IN NO WY RELIEVE THE CONTRCTOR OF HIS RESPONSIBILITIES TO PERFORM THE WORK IN CCORNCE WITH PPLICBLE PLNS, SPECIFICTIONS N LWS. LL RES OUTSIE THE LIMITS OF CONSTRUCTION WHICH RE MGE BY THE CONTRCTOR SHLL BE RESTORE TO THEIR ORIGINL CONITION TO THE STISFCTION OF THE ENGINEER N OWNER. 5. G-. VERIFY LL INICTE CONITIONS N IMENSIONS IN THE FIEL BEFORE PERFORMING NY WORK. NOTIFY THE ENGINEER OF NY CONITIONS OR IMENSIONS THT WOUL PREVENT OR HMPER THE 6. PERFORMNCE OF THE WORK IN CCORNCE WITH THE CONTRCT RWINGS N SPECIFICTIONS. 7. G-5. UPON COMPLETION OF THE WORK, REMOVE LL EBRIS, EQUIPMENT N UNUSE MTERILS FROM OWNER PROPERTY N RESTORE THE RES TO THEIR ORIGINL CONITION, S PPROVE BY THE ENGINEER. LL WTER N SEWER INSTLLTIONS SHLL CONFORM TO THE REQUIREMENTS OF THE INSPECTION N TESTING PROCEURES MNUL OF THE BOROUGH OF GLSSBORO. THRUST BLOCKS RE TO BE INSTLLE T LL WTER MIN BENS. CIVIL NOTES: G-6. THE CONTRCTOR WILL INSURE THT POSITIVE N EQUTE RINGE IS MINTINE T LL TIMES WITHIN THE PROJECT LIMITS. THIS MY INCLUE, BUT NOT BE LIMITE TO, REPLCEMENT OR C-. LL WTER MINS " N LRGER SHLL BE CEMENT LINE UCTILE IRON PIPE CONFORMING TO.N.S.I..5 (WW C5) CLSS 5, PUSH-ON JOINTS WILL BE RECONSTRUCTION OF EXISTING RINGE STRUCTURES THT HVE BEEN MGE OR REMOVE, PERMITTE ON RUNS. FITTINGS SHLL BE MECHNICL JOINT BLOCKE WITH CONCRETE. OR REGRING S REQUIRE BY THE ENGINEER, EXCEPT FOR THOSE RINGE ITEMS SHOWN T NY WTER MIN CONSTRUCTE WITHIN 5 FEET OF BUILING SHLL UTILIZE MEG-LUG SPECIFIC LOCTIONS N HVING SPECIFIC PY ITEMS IN THE ETILE ESTIMTE. NO SEPRTE JOINTS OR PPROVE EQUL. PYMENT WILL BE ME FOR NY COSTS INCURRE TO COMPLY WITH THIS REQUIREMENT. C-. PIPE BEING REQUIREMENTS SPECIFIE HEREIN RE TO BE CONSIERE S G-7. CONTRCTOR SHLL FURNISH N MINTIN LL NECESSRY BRRICES ROUN THE WORK RE MINIMUMS FOR RELTIVELY RY, STBLE ERTH CONITIONS. ITIONL BEING SHLL N SHLL PROVIE PROTECTION GINST WTER MGE N SOIL EROSION. LL IMENSIONS MUST BE VERIFIE BY CONTRCTOR N OWNER MUST BE NOTIFIE OF NY ISCREPNCIES BEFORE PROCEEING WITH WORK G-. BE REQUIRE FOR ROCK TRENCHES N WET RES. CONTRCTOR SHLL HVE THE RESPONSIBILITY TO PROVIE SUCH ITIONL BEING S MY BE REQUIRE TO G-8. PURSUNT TO NJC 5:3-.(e) OF THE NEW JERSEY UNIFORM CONSTRUCTION COE, THE GENERL PROPERLY CONSTRUCT THE WORK. CONTRCTOR IS ESIGNTE S THE "RESPONSIBLE PERSON IN CHRGE OF CONSTRUCTION" N THE SITE SUPERVISOR RESPONSIBLE FOR CONSTRUCTION SITE SFETY URING THE COURSE OF SITE C-3. BCKFILL IN THE TRENCHES SHLL BE COMPCTE TO THE ENSITY OF 95% OF IMPROVEMENTS. G-0. THE CONTRCTOR SHLL NOTIFY THE BOROUGH ENGINEER INSPECTIONS EPRTMENT N THE BOROUGH WTER N SEWER ENGINEER HOURS BEFORE THE BEGINNING OF CONSTRUCTION. C-. CONTRCTOR SHLL EXCVTE ONLY ENOUGH TRENCH TO INSTLL NEW UTILITY N BCKFILL BY THE EN OF ECH WORK Y. OPEN TRENCH SHLL NOT BE PERMITTE T NY TIME CONTRCTOR IS NOT CTIVELY WORKING ON PORTION OF UTILITY REQUIRING OPEN EXCVTION. G-. LL WORK SHLL COMPLY WITH PPLICBLE STTE, FEERL, N LOCL COES, N LL NECESSRY LICENSES N PERMITS SHLL BE OBTINE BY THE CONTRCTOR T HIS EXPENSE UNLESS PREVIOUSLY OBTINE BY THE OWNER/EVELOPER. TEMPORRY SILT FENCE (TYP.) G-. THE CONTRCTOR SHLL IMMEITELY INFORM THE OWNER N OWNER'S REPRESENTTIVE OF NY C-5. BEFORE STRTING WORK, CONTRCTOR SHLL FURNISH CONSTRUCTION ISCREPNCIES OR ERRORS HE ISCOVERS ON THE PLN. G-. THE CONTRCTOR SHLL BE REQUIRE TO USE THE ONE-CLL CENTER TELEPHONE NUMBER [ ] FOR THE PURPOSE OF COORINTING THE MRKING OF UNERGROUN UTILITIES. UNERGROUN CBLE GRSS / LNSCPE RE G-5. IT IS THE RESPONSIBILITY OF THE CONTRCTOR TO ETERMINE THE LOCTION OF LL EXISTING UNERGROUN UTILITIES N TO TKE WHTEVER STEPS NECESSRY TO PROVIE FOR THEIR PROTECTION. THE ENGINEER HS ILIGENTLY TTEMPTE TO LOCTE N INICTE LL EXISTING FCILITIES ON THESE PLNS; HOWEVER, THIS INFORMTION IS SHOWN FOR THE CONTRCTOR'S CONVENIENCE ONLY. THE ENGINEER SSUMES NO RESPONSIBILITY FOR THE LOCTIONS OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRCTOR SHLL CONTCT THE UTILITY COMPNIES FOR EXCT LOCTION OF THEIR UTILITIES PRIOR TO STRTING CONSTRUCTION. IT SHLL BE THE SOLE RESPONSIBILITY OF THE CONTRCTOR TO REPIR N REPLCE NY N LL MGE ME TO UTILITIES BY THE CONTRCTOR. PROPOSE 6" CLIP UNERGROUN TELECOMM 6" CI 6" CI WTER (FIRE) PROPOSE 6"X6" TPPING SLEEVE W/ 6" GTE VLVE G-6.BEFORE EXCVTING THE PROJECT RE THE CONTRCTOR IS TO VERIFY THE LOCTION OF NY UNERGROUN UTILITY (GS MINS, WTER MINS, SEWER LINES, TELEPHONE LINES, ETC.). SHOUL NY UNERGROUN UTILITY INTERFERE WITH PROJECT CONSTRUCTION THE ENGINEER SHLL BE NOTIFIE BEFORE PROCEEING WITH WORK. CONTRCTOR SHLL NOTIFY LL UTILITY COMPNIES THREE (3) YS PRIOR TO COMMENCEMENT OF NY EXCVTION FOR CCURTE FIEL LOCTIONS. FOR UTILITY MRKOUT CLL PROPOSE 6"X6" TPPING SLEEVE W/ 6" GTE VLVE HIGH-VOLTGE PROXIMITY CT LUREL N OK HLLS TEMPORRY SILT FENCE (TYP.) " WTER (OMESTIC) THE CONTRCTOR IS NOTIFIE THT LL PROVISIONS OF THE HIGH-VOLTGE PROXIMITY CT, P.L. 98, c. 9 S MENE THROUGH MY 0, 987 SHLL BE STRICTLY HERE TO. THE CONTRCTOR SHLL LSO HERE TO LL PROVISIONS OF PRT , SUBPRT N OF THE FEERL OCCUPTIONL SFETY N HELTH CT OF ECEMBER, 970. PRTICULR TTENTION IS IRECTE TO THE PROVISIONS OF THE BOVE CT REQUIRE WRNING SIGNS, NOTIFICTION TO POWER COMPNY N RESPONSIBILITY FOR SFEGURS N LSO PROHIBITE CTIVITY. COPY OF THE HIGH-VOLTGE PROXIMITY CT IS VILBLE IN THE OF THE COUNTY ENGINEER OR MY BE OBTINE FROM THE NEW JERSEY EPRTMENT OF LBOR, IVISION OF WORKPLCE STNRS, OF SFETY COMPLINCE, TRENTON, NJ 0865 POLES CONCRETE SIEWLK TO BE CLSS 'B' 000 PSI 3% - 5% IR ENTRINE W/ BROOM SURFCE FINISH OR S NOTE ON PLNS TO BE ETERMINE IN FIEL SECTION '' 0' C B C B C '-0" 8" '-3" '-6" 8" '-3" '-6" 8" '-3" '-6" 8" '-3" '-6" 8" '-6" 3'-0" 0" '-0" 3'-6" 0" '-9" B 3'-0" 8" '-6" 3'-6" 0" '-0" 3'-9" 0" '-9" '-6" 8" '-9" '-3" 0" '-0" '-6" 0" '-6" '-6" 8" '-9" '-6" 0" '-0" '-6" 0" '-6" B '-6" '-0" x REUCERS B / BENS / BENS " 6" x " 8" x " '-0" '-0" 0" x 6" '-" '-3" 0" x 8" '-6" '-6" / T- SILT FENCE ETIL n BOLT CIRCLE N.T.S. NOTES:. SHIEL PLTES RE INTEGRL WITH OUTLET BN FOR X THROUGH X. SHIEL PLTES RE MOLE WITH GSKETS ON X THROUGH X.. INSTLLTION INSTRUCTIONS - SEE FORM 980 LTEST REVISION 3. PSSIVTION PROCEURE - SEE MUELLER CO. PROCEURE NO FORM# F9997 FOR SPECIL INSTLLTION TG TTCHE WITH STINLESS STEEL WIRE MJ FLNGE IMENSIONS /6 Bc MIN. C S T F S FIRM UNISTURBE GROUN PRTS LIST 3 H WTER MIN TRENCH ETIL N.T.S. Q ESCRIPTION REQ' MTERIL STM MJ - FLNGE NECK COUPLING PLUG OUTLET BN CP BN OUTLET BOLT BRS CP BOLT BRS ONUT GSKET OUTLET GSKET STINLESS STEEL STINLESS STEEL STINLESS STEEL STINLESS STEEL STINLESS STEEL STINLESS STEEL STINLESS STEEL STINLESS STEEL RUBBER NITRILE RUBBER NITRILE 35 OR TRCK HE BOLTS L STINLESS STEEL F LLOY GR. - CON. GRE B8 - CLSS LL NUTS (HEVY HEX) L STINLESS STEEL F59 9 LLOY GR. - CON. GRE 8F - CLSS B LL WSHERS RETINING RING 0" & BOVE CP GSKET GP BRIGE GUSSETS SUPPORT BR L R STINLESS STEEL STINLESS STEEL RUBBER NITRILE STINLESS STEEL STINLESS STEEL STINLESS STEEL ITEM WTER TIGHT.5 P GMW 7 U TYP 5 NOTES 9. VLVE TO OPEN LEFT N HVE NON-RISING STEM, MECHNICL JOINT ENS, 00-lb WORKING PRESSURE (MIN.), 00-lb TEST PRESSURE (MIN.), UCK TIPPE RUBBER GSKET N SCREW SETS IN GLN FOR BONING (MUELLER 370-0). " MIN. 8" MX. FINL GRE 5 EGREE BEN (TYP.) 3'-' (TYP.) RETINER FLNGE. VLVE BOX TO BE BUFFLO TYPE, 3 PIECE CST IRON, SLIE OR SCREW TYPE. TBS WITHIN SLIE MOEL SHLL NOT BE REMOVE. (MUELLER #H-0380) 8 8 V M - SIZE TRCK HE BOLTS L - NUMBER REQUIRE J 6 R - TOTL NUMBER OF GUSSETS VLVE BOX GTW.3 5 EGREE BEN (TYP.) WTER MIN CLSS "C" CONCRETE THRUST BLOCK (300 P.S.I) CLSS "C" CONCRETE THRUST BLOCK (300 P.S.I) TIE ROE IN LL CSES. VLVE BOX MUST BE PLUMB N CLENE OF LL EBRIS. THE SHUT-OFF NUT MUST BE CENTERE WITHIN THE BOX N HVE " CLERNCE BETWEEN THE INSIE OF THE BOX N THE VLVE WRENCH L UROMETER 60 30L 30L 30L LL LL 8X - X X - X 0X - X 0X & X LL OCUMENTS PREPRE BY PENNONI SSOCITES RE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY RE NOT INTENE OR REPRESENTE TO BE SUITBLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON NY OTHER PROJECT. NY REUSE WITHOUT WRITTEN VERIFICTION OR PTTION BY PENNONI SSOCITES FOR THE SPECIFIC PURPOSE INTENE WILL BE T OWNERS SOLE RISK N WITHOUT LIBILITY OR LEGL EXPOSURE TO PENNONI SSOCITES; N OWNER SHLL INEMNIFY N HOL HRMLESS PENNONI SSOCITES FROM LL CLIMS, MGES, LOSSES N EXPENSES RISING OUT OF OR RESULTING THEREFROM. WTER TIGHT WTER TIGHT GMW GMW.9 WTER TIGHT.5 GMW SLEEVE IMENSIONS MUELLER CO. SIZE STINLESS STEEL TPPING SLEEVE CLEVELN TN. O.. RNGE TE.3 GMW.3 GMW SIZE VLVE MIN.8 5. VLVE BOX LI TO HVE THE WOR "WTER" CST IN, N N RROW SHOWING THE OPENING IRECTION N THE WOR "OPEN" CLERLY CST THEREON..35 TYP. GMW PIPE RNGE H J K L GTE VLVE & VLVE BOX ETIL (LINE VLVES) N.T.S. M N P Q R U V OUTLET PROJECT 0//08 TE TIE ROE FOR MINS 0 INCHES N LRGER WTER MIN VERTICL OFF-SET ETIL N.T.S. LL LL LL LL LL LL LL LL LL LL NOT TO EXCEE RISERS MYBE PERMITTE FOR JUSTMENT OF FINL GRE OF VLVE BOXES PER ENGINEERS PPROVL. NOTE: RISERS MUST BE TCK WELE T ( LOCTIONS) TO THE VLVE BOX 3/" STONE 30L 30L 30L 30L 30L 30L 30L 30L UROMETER 60 UROMETER 60 N.3 0 COMPCTE BCKFILL (TYP) EXISTING UTILITY TIE ROE IN LL CSES VLVE BOX LI TO BE FLUSH WITH BSE GRE UNTIL IT IS RISE FLUSH WITH FINL PVING SIZES REVISIONS 3 0 NO. 9 WTER MIN THRUST BLOCK ETIL N.T.S. 8" MIN PROJECT STTUS: ---- WTER TIGHT GMW 5 PLOTSTYLE:Pennoni NCS.stb PLOTTE:0//08 :37 PM, BY:nthony Piscielli.5 NOTES:. IN GRSS RES, BCKFILL S NOTE, N PROVIE MIN. " THICK LYER OF TOPSOIL N SEE IN CCORNCE WITH CS850 C:\Users\apiscielli\esktop\CS.dwg C nk SIZE TE C n FIRMLY COMPCTE CLSS I OR CLSS II BCKFILL MTERIL WITH S REQUIRE B B / Bc, " MIN. JOINING SECTION - ELEVTION SILT FENCE TO BE USE ON SITE SHLL BE "ENVIROFENCE" PRECONSTRUCTE SILT FENCE OR EQUL. F - NUMBER & SIZE OF BOLT HOLES B B / / B INSTLLTION SPECIFICTIONS RE: LENGTH: FT. FBRIC WITH: 3 FT. POLE LENGTH:.5 FT. POLE SPCING: 7.7 FT. INSTLLE HEIGHT:.5 FT. SEIMENT FBRIC: MIRFI. B B SPRING LINE NTIVE SOIL MJ FLNGE 6" MINIMUM 0" C 5 BENS LIGHTLY COMPCTE BCKFILL MTERIL CLSS II OR CLSS III TMPE IN 6" LYERS 8" B B BCKFILL 6" 90 BENS 8"(TYP.) THE PIPE TRENCH SHLL BE BCKFILLE IN CCORNCE WITH THE SPECIFICTIONS FOR BCKFILLING OR WITH GGREGTE, ESIGNTION I-, I-, I-3, I-, OR I-3 IF IRECTE BY ENGINEER. TEES & CROSSES SECTION 'B' 6" CONCRETE PEESTRIN SIEWLK ETIL N.T.S. MINIMUM SIZE OF CONCRETE THRUST BLOCKS EXISTING PVING SECTION '' 6"x 6" TRENCH (TYP.) PRE MOLE BITUMINOUS EXPNSION JOINT MTERIL (OR EQUL) SHLL BE INSTLLE EVERY TWENTY (0) FEET N CONTRCTION JOINTS INSTLLE EVERY FOUR () FEET OR S NOTE ON PLNS. 6" ENSE GRE GGREGTE BSE COURSE SW CUT EXISTING PVING COUPLER FLOW SUBGRE SHLL BE COMPCTE N PROOF-ROLLE IN CCORNCE WITH PROJECT SPECIFICTIONS " THK. HM 9.5M6 SURFCE COURSE BCKFILL '-0" LIMIT OF PVEMENT SWCUT (0-FT. NOMINL OR S NEEE) POLE '-6" " THICK G ON WELL COMPCTE SUBGRE S ETERMINE BY OWNER REPRESENTTIVE " THK. HM.5M6 BSE COURSE JOINING SECTION - PLN VIEW FILTER FBRIC BY 0' 5" 0 6" (TYP.) PLN VIEW SCLE: "=0' HOT SEL LL EGES WITH PG 6- SECTION 'B' SUPPORT NET ROWN UNIVERSITY CMPUS GLSSBORO BOROUGH, GLOUCESTER COUNTY, NEW JERSEY G-3. EVITION FROM THESE PLNS N NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, OWNER'S REPRESENTTIVE N/OR THE ESIGN ENGINEER MY BE CUSE FOR THE WORK TO BE UNCCEPTBLE. " LP STEM PROPOSE 6" CLIP SCHEULE TO THE BOROUGH OF GLSSBORO, LL UTILITY COMPNIES N INTERESTE PRTIES N THE OWNER PRIOR TO CONSTRUCTION. SCHEULE SHLL ETIL LL ITEMS SSOCITE WITH CRRYING OUT CONTRCT, ON ILY BSIS. CONSTRUCTION SHLL BE SEQUENCE SUCH THT NOT MORE THN ONE HYRNT IS OUT OF SERVICE T NY GIVEN TIME. CONTRCTOR SHLL COORINTE IRECTLY WITH FIRE MRSHLL WITH REGR TO HYRNT SERVICE INTERRUPTIONS NOT LESS THN 3 YS PRIOR TO INTERRUPTION. ROWN UNIVERSITY EXISTING CONCRETE SIEWLK 0 MULLIC HILL RO - 3R FLOOR SCHPEEN HLL GLSSBORO, NJ 0808 THEORETICL MXIMUM RY ENSITY (STM 698). BCKFILL MTERIL SHLL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN EBRIS N SHLL BE PLCE IN LIFTS NOT TO EXCEE 6 INCHES IN COMPCTE FILL THICKNESS. REPORT FROM GEOTECHNICL ENGINEER MY BE REQUIRE BY THE BOROUGH INSPECTOR. CORRECTION OF NY TRENCH SETTLEMENT WITHIN YER FROM THE TE OF PPROVL WILL BE THE RESPONSIBILITY OF THE CONTRCTOR. G-9. LL CONCRETE SHLL HVE 8-Y COMPRESSIVE STRENGTH OF,000 PSI, UNLESS OTHERWISE NOTE. PROPOSE NEW FIRE SERVICE WTER MIN CONNECTIONS EXISTING TREE (TYP.) TPPING SLEEVE ETIL ETIL (BSE ON MUELLER CO. SPECIFICTION) N.T.S X 6.00 LONG.65 - X 6.00 LONG.65 - X 6.00 LONG.65 - X 6.00 LONG.65 - X 6.00 LONG S SHOWN RWING SCLE RWN BY P PPROVE BY JJM CS SHEET OF

5 CL B EXISTING MECHNICL ROOM SF CIRC H00 83 SF VESTIBULE 000 SF B C Matthew McChesney - EXISTING MECHNICL ROOM SF EXISTING MECHNICL ROOM SF EXISTING MECHNICL ROOM SF STORGE SF STORGE SF EXISTING MF CLOSET SF STORGE SF STORGE SF E 0//08 :8: PM K:\ Rowan Rehab\Graphics\0 Working rawings\3.0 3 Model\CURRENT LOCL\Oak Hall_Central_7-7-08_Swing Space_bpoulin.rvt NEW T ROP FOR ITIONL WORKSTTION, SEE V/IT RWINGS. NEW T ROP FOR PRINTER, SEE V/IT RWINGS. OK HLL - PLN BSEMENT RENOVTION Swing Space S /8" = '-0" 0 UP N UP N UP NEW SPLIT SYSTEM TO CONITION EXISTING MF ROOM, SEE MEP RWINGS PRINT ROOM 0 86 SF S 90 SF (3) SHRE MNGER 93 SF WOMEN'S RESTROOM 3 3 SF JN CLOSET 3 8 SF IRECTOR 8 SF HR VP OK HLL - PLN LEVEL Swing Space S /8" = '-0" W HLL H000 6 SF 5 SF () SHRE MNGER 0 89 SF S3 06 SF Room V03 5 SF W IR CONITIONING UNIT INFORMTION: MEN'S RESTROOM 09 SF () SHRE MNGER SF () SHRE MNGER SF. FOR SPCES NO LRGER THN 00 SQURE FEET, PROVIE WINOW TYPE C UNIT RTE MINIMUM OF 8,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC... FOR SPCES LRGER THN 00 SQURE FEET, PROVIE WINOW TYPE C UNIT RTE MINIMUM OF 0,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC. 3. FOR OPEN SPCES ON LEVEL 3 PROVIE EITHER 3 WINOW TYPE C UNIT RTE MINIMUM OF 8,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC. OR WINOW TYPE C UNIT RTE MINIMUM OF 0,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC.. IR CONITIONING UNIT TO BE INSTLLE N WINOW SSH TO BE SECURE PER MNUFCTURERS INSTRUCTIONS N INSTLLTION MNUL. O NOT RILL OR FSTEN NY COMPONENTS TO EXISTING WINOW SSHES. 5. PROVIE INTERIOR SIE INSULTION PNELS T SIES OF UNIT N PROVIE INTERIOR SIE INSULTING COVER T UNIT. HUMN RESOURCES () SHRE MNGER SF (3) SHRE STUENT WORKER ROOM SF PURCHSING GENERL NOTES: EXISTING HW HETER TO REMIN TYP. MEN'S RESTROOM 08 0 SF W Room SF. SCOPE OF WORK TO BE LIMITE TO CHNGE OF USE & SSOCITE MEP & LOW VOLTGE UPGRES. NO RCHITECTURL WORK IS NTICIPTE OTHER THN PTCHING N REPIRING OF EXISTING SURFCES UE TO MEP & LOW VOLTGE INSTLLTION. SEE MEP RWINGS FOR ITIONL INFORMTION. S 0 SF () SHRE MNGER SF PLN LEGEN HLL H00 38 SF IRECTOR 0 6 SF EXISTING CONSTRUCTION TO REMIN NEW CONSTRUCTION EXISTING OOR TO REMIN REFER TO OOR SCHEULE FOR REQ REPIRS NEW OOR CONSTRUCTION EXTENT OF NEW FLOOR INFILL NEW MILLWORK / CSEWORK IRECTOR 03 5 SF W x x W VESTIBULE V 5 SF EXST TOILET 0 3 SF (3) CLERICL STTIONS 0 77 SF WOMENS RESTROOM 0 9 SF S 98 SF EXISTING T OUTLET NEW T OUTLET WP WIRELESS EVICE PRINT ROOM 87 SF EXISTING 5 VOLT, 0 MP, UPLEX RECEPTVLE EXISTING 50 VOLT, 30 MP RECEPTCLE F NEW T ROP FOR ITIONL WORKSTTION, SEE V/IT RWINGS. B B C NEW T ROP FOR PRINTER, SEE V/IT RWINGS. WIRELESS EVICES TO BE REPLCE, SEE V/IT RWINGS. E F OK HLL SWING SPCE ROWN BUNCE CIF KSS RCHITECTS Princeton Philadelphia 337 Witherspoon Street Princeton, NJ 085 t: So. Independence Mall West Suite 9 Philadelphia, P 906 t: The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ ISSUE FOR PERMIT Project No.: 59 Issued: 08/5/08 Rowan University 0 Mullica Hill Rd, Glassboro, NJ 0808 No. ate Revision 0//08 ddendum SWING SPCE PLNS S

6 NEW T ROP FOR ITIONL WORKSTTION, SEE V/IT RWINGS. (3) CERICL STTION 76 SF EXISTING HW HETER TO REMIN TYP. (3) SHRE FCULTY 0 77 SF NEW T ROP FOR ITIONL WORKSTTION, SEE V/IT RWINGS. B B 0//08 :8:6 PM K:\ Rowan Rehab\Graphics\0 Working rawings\3.0 3 Model\CURRENT LOCL\Oak Hall_Central_7-7-08_Swing Space_bpoulin.rvt WOMEN'S RESTROOM 0 09 SF 5 SF S 5 SF SST. VP 3 () SHRE MNGER 65 SF SST. VP OK HLL - PLN LEVEL RENOVTION Copy 0S 0 /8" = '-0" 3 SF () SHRE MNGER 0 93 SF S3 6 SF N URECTOR 09 MEN'S RESTROOM 5 0 SF SF HLL H00 S W 33 SF W W 59 SF W () SHRE MNGER SF SENIOR IRECTOR (PURCHSING) SF HUMN RESOURCES FOREIGN LNGUGE JN. CLOSET 33CL 9 SF E+ 3 5 SF S 88 SF MEN'S RESTROOM 3B 0 SF W CLERICL STFF E+ SHRE BREKOUT SPCE SF W OK HLL - PLN LEVEL 3 RENOVTION Swing Space 0S /8" = '-0" S3 87 SF WOMEN'S RESTROOM 30B 83 SF IR CONITIONING UNIT INFORMTION: E SF E SF EQUITY N IVERSITY. FOR SPCES NO LRGER THN 00 SQURE FEET, PROVIE WINOW TYPE C UNIT RTE MINIMUM OF 8,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC... FOR SPCES LRGER THN 00 SQURE FEET, PROVIE WINOW TYPE C UNIT RTE MINIMUM OF 0,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC. 3. FOR OPEN SPCES ON LEVEL 3 PROVIE EITHER 3 WINOW TYPE C UNIT RTE MINIMUM OF 8,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC. OR WINOW TYPE C UNIT RTE MINIMUM OF 0,000 BTUs/HOUR N OPERTING T NO MORE THN 7 0 VC.. IR CONITIONING UNIT TO BE INSTLLE N WINOW SSH TO BE SECURE PER MNUFCTURERS INSTRUCTIONS N INSTLLTION MNUL. O NOT RILL OR FSTEN NY COMPONENTS TO EXISTING WINOW SSHES. 5. PROVIE INTERIOR SIE INSULTION PNELS T SIES OF UNIT N PROVIE INTERIOR SIE INSULTING COVER T UNIT. W TENURE STFF SF TENURE STFF SF FOREIGN LNGUGE GENERL NOTES: FCULTY TENURE 07 SF MEN'S RESTROOM 5 SF EXISTING HW HETER TO REMIN TYP. W WOMEN'S RESTROOM 305B 83 SF N S 90 SF S 6 SF. SCOPE OF WORK TO BE LIMITE TO CHNGE OF USE & SSOCITE MEP & LOW VOLTGE UPGRES. NO RCHITECTURL WORK IS NTICIPTE OTHER THN PTCHING N REPIRING OF EXISTING SURFCES UE TO MEP & LOW VOLTGE INSTLLTION. SEE MEP RWINGS FOR ITIONL INFORMTION. () SHRE FCULTY SF CLERICL STFF PLN LEGEN () SHRE FCULTY 0 W 7 SF OPEN SF () SHRE FCULTY SF STUENT WORKER EXISTING CONSTRUCTION TO REMIN NEW CONSTRUCTION EXISTING OOR TO REMIN REFER TO OOR SCHEULE FOR REQ REPIRS NEW OOR CONSTRUCTION EXTENT OF NEW FLOOR INFILL NEW MILLWORK / CSEWORK x x W S 59 SF FCULTY 0 5 SF TENURE STFF 30 W SF S 90 SF MEN'S ROOM SF EXISTING T OUTLET NEW T OUTLET WP WIRELESS EVICE WOMEN'S RESTROOM 09 SF JN. CLOSET 39 7 SF EXISTING 5 VOLT, 0 MP, UPLEX RECEPTVLE EXISTING 50 VOLT, 30 MP RECEPTCLE C WIRELESS EVICES TO BE REPLCE, SEE V/IT RWINGS. E F B B C WIRELESS EVICES TO BE REPLCE, SEE V/IT RWINGS. E F Matthew McChesney - OK HLL SWING SPCE ROWN BUNCE CIF KSS RCHITECTS Princeton Philadelphia 337 Witherspoon Street Princeton, NJ 085 t: So. Independence Mall West Suite 9 Philadelphia, P 906 t: The Rock Brook Consulting Group, P 0 S. Middlesex ve, Suite B Monroe Township, NJ 0883 t: Harrison - Hamnett, P.C. 0 Knowles St. Pennington, NJ ISSUE FOR PERMIT Project No.: 59 Issued: 08/5/08 Rowan University 0 Mullica Hill Rd, Glassboro, NJ 0808 No. ate Revision 0//08 ddendum SWING SPCE PLNS 0S

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