AS1.01 LYNN BENNET EARLY CHILDHOOD EDUCATION CENTER (EXISTING) AREA OF WORK NEW VIVARIUM BUILDING JUANITA GREER WHITE LIFE SCIENCES

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1 s LYNN NNT RLY HILHOO UTION NTR (XISTING) GNRL NOTS RFR TO IVIL, LNS, STRUTURL, MHNIL, LUMING, N LTRIL RWINGS FOR ITIONL WORK NOT SHOWN ON THIS RWING. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. KYNOTS opyright, Ltd 0 R OF WORK NOY RFR TO ROOF LN NW FIR HYRNT RFR TO IVIL RWINGS MOLISH N RL XISTING SIWLK S RUIR FOR NW UTILITIS RFR TO IVIL RWINGS NW TRNSFORMR ON NV ROV ONRT RFR TO LTRIL RWINGS NW GNRTOR ON ONRT RFR TO LTRIL RWINGS NW R RFR TO IVIL RWINGS XISTING GNRTORS ROTT IN L NW LTRIL SWITHGR ON ONRT RFR TO LTRIL RWINGS NW SIWLK RFR TO IVIL RWINGS 0 RLMNT SIWLK RFR TO IVIL RWINGS OLLR RFR TO TIL /.0 FIR RTMNT ONNTION RFR TO IVIL RWINGS L S R Y L UNLV VIVRIUM 0 0 SOUTH MRYLN RKWY LS VGS, NV NW VIVRIUM UILING Job No: 0 NV, LS VGS RO L IGLOW HLTH SINS UILING (XISTING) JUNIT GRR WHIT LIF SINS UILING (XISTING) LGN NW SSIL ROUT XISTING SSIL ROUT RV T SRITION 0/0/ NUM SIT LN NORTH MLL (XISTING) ate: 0//0 SIT LN SL: " = 0'0" NORTH XISTING SSIL ROUTS STLISH Y TH UNIVRSITY INIT. S.0

2 GNRL NOTS 00 SF F 00 SF VSTIUL 00 0 SF 00 SF ROUR 00 SF TOILT 00 SF FIR RISR 00 SF TOILT 00 SF LL IMNSIONS R TKN FROM F OF STU, MSONRY, OR ONRT UNLSS NOT OTHRWIS. RFR TO IVIL, LNS, STRUTURL, MHNIL, LUMING, N LTRIL RWINGS FOR ITIONL WORK NOT SHOWN ON THIS RWING. RFR TO.0 FOR RTITION TYS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. OOR JM T HING SI SHLL MINIMUM OF " FROM F OF RNIULR WLL U.N.O. ROVI OUSTIL SLNT T LL NTRTIONS THROUGH OUSTIL RTITIONS N ILINGS. ROVI FIRSTO SLNT T LL NTRTIONS THROUGH RT WLLS. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: SF 0 SF HVIOR HVIOR ROUR SF SF SF HVIOR 0 SF.0 O O O HVIOR 0 SF O VSTIUL 0.0 SF F SF SF O O O O 0 0 LN STORG 0 SF SF 0 R 0 SF SURGRY 0 0 SF R 0 SF L/T 0 SF F ORRIOR 00 SF MHNIL 0 SF QURNTIN 00 SF STORG 0 SF F S MHNIL STORG RR. L. L. ORRIOR 00M F KYNOTS OFOI RON IOXI YLINRS () N FI GS MNIFOLS N RSTRINTS OFOI OXYGN YLINRS () N FI GS MNIFOLS N RSTRINTS STRUTURL OLUMN RFR TO STRUTURL RWINGS FLOOR RIN/FLOOR SINK RFR TO LUMING RWINGS SFTY SHOWR/YWSH WITH SIGNG RFR TO LUMING RWINGS. MOUNT SIGN R /G.0 MO SINK RFR TO LUMING RWINGS ROOF SS LR ROVI MTL KING S RUIR RFR TO TIL 0/.0 SINK RFR TO LUMING RWINGS HMIL FUM HOO FI 0 ORRUGT MTL NOY OV, RFR TO ROOF LN TU STL OLUMN FOR NOY OV RFR TO STRUTURL RWINGS KNOX OX 00 SRIS, RSS MOUNT WITH LUMINUM FINISH RFR TO UILING LVTIONS ROOF RINS RFR TO ROOF LN N LUMING RWINGS XTN XISTING HINLINK FN TO NW VIVRIUM UILING MTH XISTING HIGHT HOUSKING RFR TO SL LN, MHNIL N STRUTURL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR RTMNT ONNTION RFR TO IVIL RWINGS THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV FLOOR LN HS SL: /" = '0" NORTH ' " LR., ' 0" LR., ' " ' " LR LR TOILT 00 SF LR TOILT 00 SF ' " LR., ' " ' " LR ' 0" LR., G 0 SF.0 00 SF F 0 0 SF.0 00 SF VSTIUL 00 0 SF G G SHLL (HS ) 0 SF G SL 00 SF.0 ROUR 00 SF O O O 00 G TOILT 00 SF R 0 SF SURGRY 0 0 SF R 0 SF 0 F L/T 0 SF F ORRIOR 00 SF.00 G G MHNIL 0 SF F FIR RISR 00 SF TOILT 00 SF 00.0 F STORG 0 SF QURNTIN 0 00 SF G F S G NLOSUR 0 SF MHNIL STORG RR. L. L. F.00 F LGN LUMINUM RSH RIL WLL NONRT RTITION HR FIR RRIR HR FIR RRIR FIR XTINGUISHR KYLN Job No: 0 NV, LS VGS RV T SRITION 0/0/ NUM HS FLOOR LNS SIM. 00 NW VIVRIUM SL: /" = '0" SIM..00 NLRG RSTROOM LN NORTH FLOOR LN HS SL: /" = '0" ORRIOR 00M NORTH WHIT HLL ate: 0//0.0

3 MTRIL SHUL ROOM FINISH SHUL HS GNRL NOTS KY SRITION MNUFTURR (SIS OF SIGN) MOL NUMR OLOR RMRKS: ROOM NO. ROOM NM FLOORING ILING WLL NORTH ST SOUTH WST MT'L S MT'L MT'L MT'L MT'L MT'L OMMNTS VRIFY LL FRM N ONING IMNSIONS RIOR TO FRITION. FLOORING F S ILING RSINOUS FLOORING F SL ONRT INTGRL RSINOUS OV GYSUM OR GYSUM OR ILING TIL RMSTRONG LN ROOM VL WHIT XOS STRUTUR STONHR STONHR STONT XRSS STONT XRSS SNT RUZ SNT RUZ GYSUM OR INT OLOR SHUL INT OLOR SHUL INT OLOR SHUL INT OLOR SHUL RFR TO /.0 RFLT ILING LNS ST RFR TO /.0 HOUR RT RFR TO /.0 ROVI UNIVRSL OWN LIS R MNUFTURR LVL 00 ORRIOR F W W W W 00 QURNTIN F W W W W 00 TOILT F W W W W 00 FIR RISR F W W W W 00 TOILT F W W W W 00 VSTIUL F W W W W 00 ROUR F W W W W 00 SL F W W W W 00 F W W W W 00 F W W W W 0 F W W W W 0 F W W W W 0 R F W W W W 0 SURGRY F W W W W 0 R F W W W W 0 SHLL (HS ) 0 L/T F W W W W 0 MHNIL F W W W W 0 STORG F W W W W 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 WLLS W MTL K INT FIRGLSS F GYSUM OR GROUT OLOR: MTH JNT XTRIOR XTRIOR INRLIT INRLIT STNR " x " x " SLIT F " x " x " INT OLOR SHUL GRY GRY W/ NTIGRFFITI OTING M MTL K INT OLOR SHUL OORINT SIZ WITH STRUTURL RWINGS ROOM NO. ROOM NM ROOM FINISH SHUL HS FLOORING ILING WLL NORTH ST SOUTH WST MT'L S MT'L MT'L MT'L MT'L MT'L LVL 0 VSTIUL F W W W W 0 F W W W W 0 ROUR F W W W W 0 HVIOR F W W W W 00 HVIOR F W W W W 0 HVIOR F W W W W 0 HVIOR F W W W W 0 F W W W W 0 F W W W W 0 LN STORG F W W W W OMMNTS KYNOTS THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 OING MTL OING HIKMN RMSN OV ORNR GURS G ORNR OUTSI ORNRS S GROU O STINLSS STL HSIV MOUNT RSH RILS R RSH ORRIOR, VSTIULS S GROU R LUMINUM NONXOS FSTNRS WLL WLL NORTH WLL L S R Y L WLL INT OLOR SHUL UNLV VIVRIUM KY SRITION OLOR LOTION WHIT MIUM GRY LIGHT GRY MIUM GRY SW 00 LSTR (OXY) SW 0 MINFUL GRY (OXY) SW 00 LSTR SW 0 MINFUL GRY INTRIOR WLLS N ILINGS (FINISH N XOS) OORS N FRMS NOY MTL K N FSI, ROOFTO MHNIL UNIT NOY STRUTURL FRMING 0 SOUTH MRYLN RKWY LS VGS, NV R. NO. RM. NO. R NL SIZ W H T OOR SHUL HS FRM TY MT'L TY MT'L H TL HWR LL RMRKS R ' " ' 0" /" HM HM /.0 /.0 /.0 0 R RR SS ' 0" ' 0" /" HM HM /.0 /.0 / ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' 0" ' 0" /" HM HM /.0 /.0 / ' 0" ' 0" /" HM HM /.0 /.0 / ' 0" ' 0" /" HM HM /.0 /.0 / ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 / ' " ' 0" /" HM HM /.0 /.0 / ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' 0" ' 0" /" HM HM /.0 /.0 /.0 0 R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0 R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 / MIN. R RR SS ' 0" ' 0" /" HM HM /.0 /.0 0 UNRUT OOR /" FOR RING RFR TO IVIL RWINGS JM TL LTH JM TL HING Job No: 0 NV, LS VGS OOR SHUL HS R. NO. RM. NO. R NL SIZ W H T FRM TY MT'L TY MT'L H TL JM TL LTH JM TL HING HWR LL RMRKS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS 0 0 ' " ' 0" /" HM HM /.0 /.0 /.0 0. R RR SS SHUL SHUL SHUL SHUL ' 0" " ' 0" " " " " " " RV T SRITION 0/0/ NUM SHUL SHUL ' 0" SHUL SHUL NL TYS SL: /" = '0" # FINISH FLOOR GLSS TY, RFR TO SIFITIONS FRM TYS SL: /" = '0" FINISH FLOOR ROOM FINISH/ MTRIL/OOR SHUL ate: 0//0.00

4 GNRL NOTS MTL K RFR TO STRUTURL RWINGS MTL K RFR TO STRUTURL RWINGS MTL K RFR TO STRUTURL RWINGS LSTOMRI SRY LI SLNT, OTH SIS XTN U OVR THRMFIR N U INTO FLUTS LG TRK 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 TO TRK /" OV ILING TO TRK ILING RFLT ILING LN / ROOM FINISH SHUL WLL TY, LN OR STIONS " MTL Z FURRING " O.. ROVI THRML RK TWN HNNL N XTRIOR WLL LYR OF /" FIRGLSS F GYSUM OR ON SI HOUR RT ILING RFR TO TILS & /.0 ILING RFLT ILING LN / ROOM FINISH SHUL LYRS OF /" TY 'X' GYSUM OR H SI ILING RFLT ILING LN / ROOM FINISH SHUL LYR OF /"FIRGLSS F GYSUM OR H SI KYNOTS THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 " RIGI INSULTION OR. XTN FROM FLOOR TO OTTOM OF K T LL XTRIOR WLLS " X 0 GUG MTL " O.. OTTOM TRK NHOR TO FLOOR " X 0 GUG MTL " O.. OTTOM TRK NHOR TO FLOOR SLNT H SI UNR FIRGLSS F GYSUM OR SLNT H SI UNR FIRGLSS F GYSUM OR SLNT H SI UNR FIRGLSS F GYSUM OR FOR FLOOR FINISH N S ROOM FINISH SHUL FOR FLOOR FINISH N S ROOM FINISH SHUL FOR FLOOR FINISH N S ROOM FINISH SHUL STION VIW STION VIW STION VIW WLL TY, LN OR STIONS " X 0 GUG MTL " O.. " X 0 GUG MTL " O.. L S R Y L " RIGI INSULTION OR. XTN FROM FLOOR TO OTTOM OF K T LL XTRIOR WLLS UNLV VIVRIUM LN VIW " MTL Z FURRING " O.. ROVI THRML RK TWN HNNL N XTRIOR WLL LYR OF /" FIRGLSS F GYSUM OR ON SI LN VIW LYRS OF /" TY 'X' GYSUM OR H SI LN VIW LYR OF /" FIRGLSS F GYSUM OR H SI 0 SOUTH MRYLN RKWY LS VGS, NV RTITION TY SL : /" = '0" G RTITION TY SL : /" = '0" UL NO. U HOUR RT RTITION F RTITION TY SL : /" = '0" UL NO. U HOUR RT RTITION UL NO. J000 H OF WLL F Job No: 0 MTL K RFR TO STRUTURL RWINGS MTL STU '0" O.. (STGGR), TTH TO STRUTUR SIZ N GUG TO MTH RTITION MTL K RFR TO STRUTURL RWINGS MTL STU '0" O.. (STGGR), TTH TO STRUTUR SIZ N GUG TO MTH RTITION LI NGL MTL K RFR TO STRUTURL RWINGS MTL STU '0" O.. (STGGR), TTH TO STRUTUR SIZ N GUG TO MTH RTITION MTL K RFR TO STRUTURL RWINGS LG TRK NV, LS VGS LI NGL.0 TO TRK LI NGL TO TRK ' 0" MIN. OV ILING '0" MIN. OV ILING TO TRK LN FOR IMNSION ILING RFLT ILING LN / ROOM FINISH SHUL LYR OF /" FIRGLSS F GYSUM ON SI /" X 0 GUG MTL " O.. ILING RFLT ILING LN / ROOM FINISH SHUL LYR OF /" FIRGLSS F GYSUM OR " SOUN INSULTION LYRS OF /" FIRGLSS F GYSUM OR /" RSILINT SOUN ISOLTION " O.. ILING RFLT ILING LN / ROOM FINISH SHUL LYR OF /" FIRGLSS F GYSUM OR H SI " SOUN INSULTION ILING RFLT ILING LN / ROOM FINISH SHUL LYR OF /" FIRGLSS F GYSUM OR H SI " X 0 GUG MTL " O.. " X 0 GUG MTL " O.. " X 0 GUG MTL " O.. OTTOM TRK NHOR TO FLOOR OTTOM TRK NHOR TO FLOOR OTTOM TRK NHOR TO FLOOR OTTOM TRK NHOR TO FLOOR SLNT H SI UNR FIRGLSS F GYSUM OR FOR FLOOR FINISH N S ROOM FINISH SHUL SLNT H SI UNR FIRGLSS F GYSUM OR FOR FLOOR FINISH N S ROOM FINISH SHUL SLNT H SI UNR FIRGLSS F GYSUM OR FOR FLOOR FINISH N S ROOM FINISH SHUL SLNT H SI UNR FIRGLSS F GYSUM OR FOR FLOOR FINISH N S ROOM FINISH SHUL RV T SRITION 0/0/ NUM STION VIW STION VIW LYR OF /" FIRGLSS F GYSUM OR H SI STION VIW STION VIW LN FOR IMNSION /" X 0 GUG MTL " O.. " X 0 GUG MTL " O.. " X 0 GUG MTL " O.. " X 0 GUG MTL " O.. RTITION TYS LN VIW LYR OF /" FIRGLSS F GYSUM OR ON SI LN VIW " SOUN INSULTION /" RSILINT SOUN ISOLTION LIS LYRS OF /" FIRGLSS F GYSUM OR LN VIW LYR OF /" FIRGLSS F GYSUM OR H SI " SOUN INSULTION LN VIW LYR OF /" FIRGLSS F GYSUM OR H SI ate: 0//0 RTITION TY SL : /" = '0" RTITION TY SL : /" = '0" OUSTIL RTITION ST RTING: RTITION TY SL : /" = '0" OUSTIL RTITION RTITION TY SL : /" = '0".0

5 " " " SSIL ROUT SIGN TY SL: " = '0" " IOHZR SIGN TY SL: " = '0" /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR /" /" /" " /" /" /" SIGN TY SL: " = '0" " XIT WOMN SIGN TY SL: " = '0" /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR /" LK ORR /" LIGHT GRY ORR /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR /" /" /" /" /" /" SIGN TY SL: " = '0" /" /" /" /" /" /" SIGN TY SL: " = '0" ROOM NM /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR SI LO FOR R INSRT /" LK ORR /" LIGHT GRY ORR /" WHIT RIS TXT ROX. /" TLL RILL /" OFF ORR, /" WHIT RIS TXT /" LK ORR /" LIGHT GRY ORR SIGNG SHUL OOR SIGNG R NO RM NO NM NO TXT TY NOTS ORRIOR / ORRIOR QURNTIN / TOILT MN FIR RISR RFR TO LN TOILT WOMN VSTIUL VSTIUL / ROUR ROUR / / R R 0 0 SURGRY SURGRY 0 0 SURGRY SURGRY 0 0 R R 0 0 VSTIUL 0 VSTIUL / ROUR ROUR / 0 0 HVIOR HVIOR HVIOR HVIOR LN STORG L/T 0 LTRIL/T ROOM 0 0 MHNIL 0 MHNIL ROOM 0 0 STORG 0 STORG GNRL NOTS RFR TO SIFITIONS STION 0 00 FOR ITIONL SIGNG RUIRMNTS. INTRNTIONL SYMOL ITOGRM MUST ROVI T LL SSIL RSTROOMS. KYNOTS 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 FIR RISR ROOM INTIFITION SIGNG O RUIR LTRIL ROOM INTIFITION SIGNG O RUIR MHNIL ROOM INTIFITION SIGNG O RUIR (NF 0) SIGNG FOR OXYGN/RON IOXI STORG L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS 00 SF SF SF ROUR 00 SF 00 TOILT 00 SF 00 FIR RISR 00 SF TOILT 00 SF 00 F VSTIUL 00 0 SF SF HVIOR 00 SF HVIOR 0 SF F SF ROUR 0 SF 0 0 VSTIUL 0 SF 0 00 SF R 0 SF SURGRY 0 0 SF R 0 SF F ORRIOR 00 SF QURNTIN 00 SF XTRIOR NLOSUR 0 SF MHNIL STORG RR. LGN HVIOR 0 SF HVIOR 0 SF 0 SF 0 SF LN STORG 0 SF L/T 0 SF MHNIL 0 SF STORG 0 SF F S L. INITS HS RV T SRITION 0/0/ NUM F L. SIGNG LN, SHUL, N TILS ORRIOR 00M ate: 0//0 SIGNG LN SL: /" = '0" NORTH.0

6 FIRGLSS F GYSUM OR INT RFR TO LN FOR WLL TY MTL OV STRI NNOIZ LUMINUM FINISH ORNR GUR G " x 0G MTL STU N " RIGI INSULTION OOR RFR TO LN N OOR SHUL RFR TO LN FOR WLL TY /" TY " SLNT OTH SIS OOR SHUL 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 /" RIUS OV " RSINOUS FLOORING WITH OV S " x 0G MTL STU () HOUR RT RTITION RFR TO RTITION TYS LIGN () HOUR RT ONRT MSONRY UNIT WLL RFR TO LVTIONS " RIGI INSULTION W/ "Z" FURRING () LYRS OF /" FIRGLSS F GYSUM OR LIGN WITH RT WLL /" TY /" MIN. VRIS MTL STUS HOLLOW MTL FRM, RFR TO FRM TYS INT FIRGLSS F GYSUM WLL OR THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. OV S TIL SL: " = '0" RTITION TIL SL: " = '0" JM SL: " = '0" opyright, Ltd 0 V ONTROL JOINT LYR /" FIRGLSS F GYSUM OR OVR " RIGI INSULTION & MTL Z FURRING MTL STUS ONRT MSONRY UNIT RFR TO LVTIONS " x 0G MTL STU /" x 0G RSILINT SOUN ISOLTION LI SOUN INSULTION RFR TO RTITION TYS /" MIN. /" TY RFR TO LN FOR WLL TY FIRGLSS F GYSUM WLL OR SLNT OTH SIS /" " L S R Y L UNLV VIVRIUM STL OLUMN RFR TO STRUTURL RWINGS " RIGI INSULTION W/ "Z" FURRING /" FIRGLSS F GYSUM OR, RFORM RUR GSKT KR RO N SLNT, OTH SIS. SLNT TO MTH JNT LOK OLOR VRIS OOR SHUL HOLLOW MTL FRM, RFR TO FRM TYS INT 0 SOUTH MRYLN RKWY LS VGS, NV RTITION TIL SL: " = '0" MSONRY/GYSUM OR ONTROL JOINT SL: " = '0" H SL: " = '0" NONFLMML GS YLINRS, OFOI OOR SHUL OOR SHUL Job No: 0 NV, LS VGS 000H UNISTRUT FSTN TO WLL, ROVI KING " RIGI INSULTION W/ "Z" FURRING ONRT MSONRY UNIT RFR TO LVTIONS " " SLNT, TY " " KR RO & SLNT, TY ' 0" ' 0" STL HIN FOR YLINR RSTRINT /" FIRGLSS F GYSUM OR, " x 0G MTL STU SHIM S RUIR FRM NHORS R JM SHIM S RUIR FRM NHORS RFR TO SIFITIONS " OV S RFR TO TIL /.0 " x 0G MTL STU /" x 0G SOUN ISOLTION LI SOUN INSULTION RFR TO RTITION TYS SOLI GROUT HOLLOW MTL FRM INT RFR TO LN FOR WLL TY ORNR, JTRIM SING N SLNT SOLI GROUT HOLLOW MTL FRM INT GS YLINR RSTRINTS SL: " = '0" 0 RTITION TIL SL: " = '0" JM SL: " = '0" JM SL: " = '0" RIUS TO OF ONRT FILL I GYSUM OR ONTROL JOINT RFR TO LN FOR WLL TY FINISH SURF ' 0" " I. STL I INT SFTY YLLOW " x 0G MTL STU /" x 0G SOUN ISOLTION LI LIGN /" FIRGLSS F GYSUM OR, " RIGI INSULTION W/ "Z" FURRING ONRT MSONRY UNIT RFR TO LVTIONS x x WLL MTL RI FLSHING INT TO MTH FRM SHIM S RUIR x x WLL MTL RI FLSHING INT TO MTH FRM SHIM S RUIR KR RO N SLNT ORNR, RV T SRITION 0/0/ NUM '0" MIN. " I. ONRT FOOTING OMT SOIL SOUN INSULTION RFR TO RTITION TYS ORNR GUR G " x 0G MTL STU OOR RFR TO LN N OOR SHUL " " SOLI GROUT HOLLOW MTL FRM INT " " JTRIM SING N SLNT SOLI GROUT HOLLOW MTL FRM INT MISLLNOUS TILS OOR SHUL OOR SHUL ate: 0//0 OLLR TIL SL: /" = '0" RTITION TIL SL: " = '0" H SL: " = '0" H SL: " = '0".0

7 GNRL NOTS ROUR 00 TOILT 00 FIR RISR 00 TOILT 00 RFR TO MTRIL SHUL FOR ILING OLOR N FINISH. ILING HIGHTS R S ON FINISH FLOOR LVTIONS. MINTIN MINIMUM " LR TWN LIGHT FIXTURS, IFFUSRS, T. ILINGS R TY, WITH HIGHT OF '0", U.N.O. ROVI OUSTIL SLNT T LL NTRTIONS THROUGH OUSTIL RTITIONS N ILINGS. ROVI FIRSTO SLNT T LL NTRTIONS THROUGH RT WLLS N ILINGS. LL ILING UIMNT/IFFUSRS TO T LST " FROM WLLS. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 VSTIUL 00 HVIOR 00 ' 0" HVIOR 0 ' 0" ' 0" ' 0" OF ' " 0 ' " HVIOR 0 ' " HVIOR 0 0 " ' 0" ' " 0 ROUR 0 ' 0" ' 0" " 0 VSTIUL 0 ' 0" ' 0" ' 0" ' 0" 0 ' 0" ' 0" ' 0" ' 0" R 0 R 0 SURGRY 0 L/T 0 LN STORG 0 ORRIOR 00 MHNIL 0 QURNTIN 00 STORG 0 XTRIOR NLOSUR MHNIL STORG RR. L. L. ORRIOR 00M F KYNOTS LIGHT FIXTUR RFR TO LTRIL RWINGS ROOF HTH RFR TO ROOF LN ROOF RIN RFR TO ROOF LN N LUMING RWINGS STRUTUR RFR TO STRUTURL RWINGS SULY/XHUST RGISTR RFR TO MHNIL RWINGS SH NOY RFR TO STRUTURL RWINGS N STIONS '0" UNISTRUT RFR TO TIL /.0 ILING MOUNT SURITY MR OLOR TO MTH JNT FINISH RFR TO LTRIL RWINGS OFOI MR RFR TO TIL 0/.0 ROVI LOKING 0 ONUIT RUN TIGHT TO OTTOM OF MS, SUORT HNGRS FROM MS T NOY RFR TO LTRIL RWINGS HYRONI IING RUN TIGHT TO OTTOM OF MS, SUORT HNGRS FROM MS T NOY RFR TO MHNIL RWINGS XIT SIGN RFR TO LTRIL RWINGS FUM HOO, FI UTWORK RFR TO MHNIL RWINGS LSTR SOFFIT, INT RFR TO TIL /.0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV RFLT ILING LN HS SL: /" = '0" NORTH ' 0" ' 0" ' 0".00 TOILT 00 ' 0" Job No: 0 NV, LS VGS ' 0" " ' 0" 00 ' 0" 00 " " SL 00 ROUR 00 ' 0" " ' " ' " ' " FIR RISR 00 ' ".00 ' 0" VSTIUL 00 R 0 ' 0" ' " ' 0" TOILT 00 ' 0".00 ' 0" 0 ' 0" ' 0" ' 0" ' 0" 0 ' 0" ' 0" ' 0" ' 0" SHLL (HS ) 0 R 0 ' 0" SURGRY 0 ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' " ' 0" ' 0" ORRIOR 00 QURNTIN 00 STORG 0 ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0".00 NLOSUR 0 MHNIL STORG RR. L. F.00 LGN GYSUM OR ILING ILING TIL (), RFR TO /.0 ' x ' SURF MOUNT LIGHT W/ LNS ' x ' TROFFR LIGHT ' x ' TROFFR LIGHT ' x ' TROFFR LIGHT SFTY SHOWR H MHNIL SULY IFFUSR MHNIL XHUST RGISTR MHNIL THIML XHUST ONNTION SURGRY LIGHT RV T SRITION 0/0/ NUM L/T 0 MHNIL 0 L. '0" UNISTRUT KYLN HS RFLT ILING LNS NW VIVRIUM RFLT ILING LN HS SL: /" = '0" ORRIOR 00M NORTH WHIT HLL ate: 0//0.0

8 WLL OV (WHR OURS) " TRK T RIMTR " H " O.. " H " O.. " GYSUM LINR NL " SOUN INSULTION " GYSUM LINR NL " SOUN INSULTION 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 " TRK T RIMTR, FSTN TO ILING HIGHT RFR TO R ILING HIGHT RFR TO R /" TY 'X' GYSUM OR /" TY 'X' GYSUM OR RFR TO LN FOR WLL TY FIRSTO SLNT HOUR RT ILING TIL T INTRIOR WLL(U) SL: " = '0" RFR TO LN FOR WLL TY XTRIOR RFR TO LVTIONS HOUR RT ILING TIL T (U) SL: " = '0" THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 RING TO STRUTUR RFR TO RTITION TYS " H " O.. RFR TO LN FOR WLL TY " TRK T RIMTR " H " O.. " GYSUM LINR NL MTL STU FRMING " GYSUM LINR NL " FOIL F THRML INSULTION x x WLL ' 0" " SOUN INSULTION " SOUN INSULTION " TRK T RIMTR, FSTN TO ILING SOFFIT HIGHT RFR TO R /" RSILINT SOUN ISOLTION LIS /" RSILINT SOUN ISOLTION LIS L S R Y L /" RVL TRIM T SOFFIT RIMTR INT TO MTH JNT ILING ILING HIGHT RFR TO R LYRS OF /" FIRGLSS F GYSUM OR ILING HIGHT RFR TO R OUSTIL SLNT UNLV VIVRIUM /" XTRIOR SHTHING LSTR SOT N FINISH INT WLL YON RFR TO LN FOR WLL TY OUSTIL SLNT RFR TO LN FOR WLL TY LYRS OF /" FIRGLSS F GYSUM OR XTRIOR RFR TO LVTIONS 0 SOUTH MRYLN RKWY LS VGS, NV XTRIOR SOFFIT TIL SL: " = '0" ST RTING: GYSUM OR ILING TIL T INTRIOR WLL SL: " = '0" ST RTING: GYSUM OR ILING TIL T SL: " = '0" Job No: 0 " H " O.. " GYSUM LINR NL " SOUN INSULTION NOT:. SUSN ILING SYSTM SHLL OMLY W/ I 0 0. N I 0 0 R S 0. ROVI UNIVRSL OWN LIS R MNUFTURR ' MX FROM WLL ' MX FROM WLL NV, LS VGS MTY JOX WITH ONUIT/ULL STRING OWN TO WLL MOUNT J OX RFR TO LTRIL RWINGS 0 G. SHT MTL KING T ILING MOUNT UIMNT /" RSILINT SOUN ISOLTION LIS ILING HIGHT RFR TO R G. RING GRS " MX ISTN FROM STRUT, OF G. HNGR WIR OMRSSION STRUT FSTN TO TH STRUTUR OV WHR RUIR IN ROOMS 000 S.F. OR GRTR. NOT: THS HORIZONTL RSTRINT '0" MX O.. IN OTH IRTIONS '0" MX FROM H WLL LIGHTING FIXTUR LYRS OF /" FIRGLSS F GYSUM OR OVR LT (WHIT) MIN RUNNR T ROSS RUNNRS T OFOI MR ST RTING: 0 ILING MOUNT MRS SL: " = '0" SUSN OUSTI ILING TIL TIL SL: /" = '0" " X 0 GUG H " O.. " GYSUM LINR NL NOT: SUSN ILING SYSTM SHLL OMLY W/ I 0 0. N I 0 0 R S 0 " MX TY " SOUN INSULTION G. HNGR WIR RV T SRITION 0/0/ NUM ST RTING: /" RSILINT SOUN ISOLTION LIS ILING HIGHT RFR TO R LYRS OF /" FIRGLSS F GYSUM OR /" THR RO SUORT WITH NUT N WSHR T H N " O.. N MX. " FROM NS UNISTRUT RFR TO R FOR LNGTH N LOTION INT, FIX "MX. WIGHT: 00 OUNS" STIKR TO H RUN G. RING GRS " MX ISTN FROM STRUT, OF /" FIRGLSS F GYSUM OR OMRSSION STRUT FSTN TO TH STRUTUR OV WHR RUIR IN ROOMS 000 S.F. OR GRTR. NOT: THS HORIZONTL RSTRINT '0" MX O.. IN OTH IRTIONS '0" MX FROM H WLL ILING TILS ate: 0//0 ILING MOUNT UNISTRUT SUSN GYSUM OR ILING TIL SL: /" = '0" SL: " = '0".0

9 GNRL NOTS RFRN G.00 FOR TYIL FIXTUR LVTIONS. "." NOTS FIXTURS THT N TO OMLY WITH STNRS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. LL SWORK TO LOKL. ' " ' 0" LVL 00' 0" 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 VSTIUL 00 ST VSTIUL 00 SOUTH 0 SL: /" = '0" SL: /" = '0" THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. TOILT 00 SOUTH SL: /" = '0" TOILT 00 WST SL: /" = '0" SYMOL SRITION T SNITRY NKIN RTL T T T T T T T TOILT SSORIS SHUL MNUFTURR ORIK. MFR. NO. 0 MOUNTING HIGHT '0".F.F. T TOILT TISSU ROLL ISNSR ORIK '0".F.F. T R TOWL ISNSR/ WST RTL T T T T T ORIK TOILT 00 ST SL: /" = '0" TOILT 00 NORTH SL: /" = '0" TOILT ST OVR ISNSR ORIK 0 '".F.F. 0 '".F.F. TO ORL ORTION OF UNIT T T T T0 VSTIUL 00 WST SL: /" = '0" VSTIUL 00 NORTH SL: /" = '0" ON ' " QURNTIN 00 ST QURNTIN 00 SOUTH QURNTIN 00 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 " QURNTIN 00 NORTH SL: /" = '0" LVL 00' 0" LVL 00' 0" KYNOTS R RR VI ULX RTL RFR TO LTRIL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR XTINGUISHR INT MOUNT T.O. INT T +".F.F. STINLSS STL OUNTRTO QU RTL RFR TO LTRIL RWINGS MO SINK RFR TO LUMING RWINGS SFTY SHOWR/Y WSH WITH SIGNG MOUNT R MFR INSTRUTIONS SO THT HNLS R T +".F.F. RFR TO LUMING RWINGS HMIL FUM HOO 0 L GOR, FI JUSTL STINLSS STL SHLVING, FI STINLSS STL SWORK, FI RFR TO SWORK TILS N SIFITIONS TL/T RTL RFR TO LTRIL RWINGS SINK RFR TO LUMING RWINGS R SINK RFR TO LUMING RWINGS SURGRY LIGHT RFR TO LTRIL RWINGS OXYGN N RON IOXI LL VLVS OFOI RON IOXI GS YLINR OFOI OXYGN GS YLINR 0 GS YLINR RSTRINTS, FI GS MNIFOL, FI, RFR TO LUMING RWINGS HOT N OL WTR HOS I RFR TO LUMING RWINGS HOS N HOS RL, FI ONTROL JOINT RFR TO TIL /.0 OUNTR SUORT RKT INT TO MTH JNT WLL LUMINIUM RSH RIL R MOUNT T '0".F.F. RFR TO MTRIL SHUL " INTGRL RSINOUS OV S RFR TO MTRIL SHUL INTRIOR SIGNG, RFR TO SIGNG LN XIT SIGN RFR TO LTRIL RWINGS 0 LTRIL NL RFR TO LTRIL RWINGS LIGHTING N MHNIL ONTROL TLTS OORINT WITH LTRIL N MHNIL RWINGS STINLSS STL FILLR NL, S RUIR L S R Y L 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 opyright, Ltd 0 UNLV VIVRIUM NV, LS VGS T LIQUI SO ISNSR ORIK '0".F.F. T T T T " /" I. S.S. GR R W/ ONL MOUNTING " /" I. S.S. GR R W/ ONL MOUNTING " /" I. S.S. GR R W/ ONL MOUNTING ORIK ORIK ORIK MIRROR W/ S.S. NGL FRM ORIK T0 MO/ROOM R 0x '".F.F. 0x '".F.F. 0x '".F.F. '".F.F. TO RFLTIV SURF '".F.F. ORRIOR 00 J ORRIOR 00 H ORRIOR 00 G SL: /" = '0" SL: /" = '0" SL: /" = '0" ' " LVL 00' 0" NOTS:. LL LVTIONS R TO TO OF UNIT (UNLSS NOT OTHRWIS). MOUNTING HIGHTS R SHUL (UNLSS NOT OTHRWIS ON INTRIOR LVTIONS) ON ON ON ' " 0 LVL 00' 0" LGN ORRIOR 00 F SL: /" = '0" ORRIOR 00 SL: /" = '0" SIGNG R RR RV T SRITION 0/0/ NUM RTL ON " MX. ' " LVL 00' 0" INTRIOR LVTIONS HS ate: 0//0 ORRIOR 00 SL: /" = '0" ORRIOR 00 SL: /" = '0" ORRIOR 00 SL: /" = '0" ORRIOR 00 SL: /" = '0".00

10 GNRL NOTS RFRN G.00 FOR TYIL FIXTUR LVTIONS. "." NOTS FIXTURS THT N TO OMLY WITH STNRS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. LL SWORK TO LOKL. ' 0" " 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 LVL 00' 0" 0 ST 0 SOUTH 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 NORTH SL: /" = '0" THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. KYNOTS opyright, Ltd ST 0 SOUTH 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 00 ST 00 SOUTH 00 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" ' 0" " ' 0" 0 NORTH SL: /" = '0" " 00 NORTH SL: /" = '0" LVL 00' 0" LVL 00' 0" R RR VI ULX RTL RFR TO LTRIL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR XTINGUISHR INT MOUNT T.O. INT T +".F.F. STINLSS STL OUNTRTO QU RTL RFR TO LTRIL RWINGS MO SINK RFR TO LUMING RWINGS SFTY SHOWR/Y WSH WITH SIGNG MOUNT R MFR INSTRUTIONS SO THT HNLS R T +".F.F. RFR TO LUMING RWINGS HMIL FUM HOO 0 L GOR, FI JUSTL STINLSS STL SHLVING, FI STINLSS STL SWORK, FI RFR TO SWORK TILS N SIFITIONS TL/T RTL RFR TO LTRIL RWINGS SINK RFR TO LUMING RWINGS R SINK RFR TO LUMING RWINGS SURGRY LIGHT RFR TO LTRIL RWINGS OXYGN N RON IOXI LL VLVS OFOI RON IOXI GS YLINR OFOI OXYGN GS YLINR 0 GS YLINR RSTRINTS, FI GS MNIFOL, FI, RFR TO LUMING RWINGS HOT N OL WTR HOS I RFR TO LUMING RWINGS HOS N HOS RL, FI ONTROL JOINT RFR TO TIL /.0 OUNTR SUORT RKT INT TO MTH JNT WLL LUMINIUM RSH RIL R MOUNT T '0".F.F. RFR TO MTRIL SHUL " INTGRL RSINOUS OV S RFR TO MTRIL SHUL INTRIOR SIGNG, RFR TO SIGNG LN XIT SIGN RFR TO LTRIL RWINGS 0 LTRIL NL RFR TO LTRIL RWINGS LIGHTING N MHNIL ONTROL TLTS OORINT WITH LTRIL N MHNIL RWINGS STINLSS STL FILLR NL, S RUIR L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS LVL 00' 0" ' 0" " ' 0" " 00 ST 00 SOUTH 00 WST 0 SL: /" = '0" SL: /" = '0" SL: /" = '0" 00 NORTH SL: /" = '0" LVL 00' 0" LGN SL 00 ST SL 00 SOUTH 00 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" SL 00 NORTH SL: /" = '0" SIGNG R RR RV T SRITION 0/0/ NUM RTL SWORK SHUL. NO. W x H x. SRITION " x " x 0" RWRS " x " x 0" R, RWRS, J. SHLF " x " x " R, RWRS, J. SHLF " x 0" x " R, J. SHLVS " x 0" x " R, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS O. NO. " STINLSS STL " STINLSS STL OUNTRTO SHUL O. SRITION " ' " ' 0" 0 OF T O.0.0 O 0.0 ' 0" ' 0/" ROUR 00 ST ROUR 00 SOUTH ROUR 00 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" ' " ' 0" SL: /" = '0" ROUR 00 NORTH LVL 00' 0" INTRIOR LVTIONS HS ate: 0//0.0

11 GNRL NOTS RFRN G.00 FOR TYIL FIXTUR LVTIONS. "." NOTS FIXTURS THT N TO OMLY WITH STNRS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. LL SWORK TO LOKL. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. KYNOTS opyright, Ltd R RR VI ULX RTL RFR TO LTRIL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR XTINGUISHR INT MOUNT T.O. INT T +".F.F. STINLSS STL OUNTRTO QU RTL RFR TO LTRIL RWINGS MO SINK RFR TO LUMING RWINGS SFTY SHOWR/Y WSH WITH SIGNG MOUNT R MFR INSTRUTIONS SO THT HNLS R T +".F.F. RFR TO LUMING RWINGS HMIL FUM HOO 0 L GOR, FI JUSTL STINLSS STL SHLVING, FI STINLSS STL SWORK, FI RFR TO SWORK TILS N SIFITIONS TL/T RTL RFR TO LTRIL RWINGS SINK RFR TO LUMING RWINGS R SINK RFR TO LUMING RWINGS SURGRY LIGHT RFR TO LTRIL RWINGS OXYGN N RON IOXI LL VLVS OFOI RON IOXI GS YLINR OFOI OXYGN GS YLINR 0 GS YLINR RSTRINTS, FI GS MNIFOL, FI, RFR TO LUMING RWINGS HOT N OL WTR HOS I RFR TO LUMING RWINGS HOS N HOS RL, FI ONTROL JOINT RFR TO TIL /.0 OUNTR SUORT RKT INT TO MTH JNT WLL LUMINIUM RSH RIL R MOUNT T '0".F.F. RFR TO MTRIL SHUL " INTGRL RSINOUS OV S RFR TO MTRIL SHUL INTRIOR SIGNG, RFR TO SIGNG LN XIT SIGN RFR TO LTRIL RWINGS 0 LTRIL NL RFR TO LTRIL RWINGS LIGHTING N MHNIL ONTROL TLTS OORINT WITH LTRIL N MHNIL RWINGS STINLSS STL FILLR NL, S RUIR L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS " 0 0 LVL 00' 0" STORG 0 ST STORG 0 SOUTH STORG 0 WST 0 SL: /" = '0" SL: /" = '0" SL: /" = '0" STORG 0 NORTH SL: /" = '0".0 OTH SIS OF T T O O " OF LVL 00' 0" LGN SURGRY 0 ST SURGRY 0 SOUTH SURGRY 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" SURGRY 0 NORTH SL: /" = '0" SIGNG R RR RV T SRITION 0/0/ NUM SWORK SHUL. NO. W x H x. SRITION " x " x 0" RWRS " x " x 0" R, RWRS, J. SHLF " x " x " R, RWRS, J. SHLF " x 0" x " R, J. SHLVS " x 0" x " R, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS O. NO. OUNTRTO SHUL O. SRITION T.0.0 OTH SIS T " ' " ' 0" LVL 00' 0" RTL INTRIOR LVTIONS HS ate: 0//0 " STINLSS STL " STINLSS STL R 0 ST R 0 SOUTH R 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" R 0 NORTH SL: /" = '0".0

12 GNRL NOTS RFRN G.00 FOR TYIL FIXTUR LVTIONS. "." NOTS FIXTURS THT N TO OMLY WITH STNRS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. LL SWORK TO LOKL. " 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 LVL 00' 0" 0 HVIOR 0 ST HVIOR 0 SOUTH HVIOR 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" HVIOR 0 NORTH SL: /" = '0" T HVIOR 00 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. KYNOTS opyright, Ltd 0 " HVIOR 0 ST HVIOR 0 SOUTH HVIOR 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 ' " ' 0" OF T.0.0 O O 0.0 ' 0" ' 0/" ROUR 0 ST ROUR 0 SOUTH ROUR 0 WST 0 SL: /" = '0" SL: /" = '0" SL: /" = '0" SL: /" = '0" ' " ' 0" " HVIOR 0 NORTH ROUR 0 NORTH SL: /" = '0" LVL 00' 0" LVL 00' 0" R RR VI ULX RTL RFR TO LTRIL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR XTINGUISHR INT MOUNT T.O. INT T +".F.F. STINLSS STL OUNTRTO QU RTL RFR TO LTRIL RWINGS MO SINK RFR TO LUMING RWINGS SFTY SHOWR/Y WSH WITH SIGNG MOUNT R MFR INSTRUTIONS SO THT HNLS R T +".F.F. RFR TO LUMING RWINGS HMIL FUM HOO 0 L GOR, FI JUSTL STINLSS STL SHLVING, FI STINLSS STL SWORK, FI RFR TO SWORK TILS N SIFITIONS TL/T RTL RFR TO LTRIL RWINGS SINK RFR TO LUMING RWINGS R SINK RFR TO LUMING RWINGS SURGRY LIGHT RFR TO LTRIL RWINGS OXYGN N RON IOXI LL VLVS OFOI RON IOXI GS YLINR OFOI OXYGN GS YLINR 0 GS YLINR RSTRINTS, FI GS MNIFOL, FI, RFR TO LUMING RWINGS HOT N OL WTR HOS I RFR TO LUMING RWINGS HOS N HOS RL, FI ONTROL JOINT RFR TO TIL /.0 OUNTR SUORT RKT INT TO MTH JNT WLL LUMINIUM RSH RIL R MOUNT T '0".F.F. RFR TO MTRIL SHUL " INTGRL RSINOUS OV S RFR TO MTRIL SHUL INTRIOR SIGNG, RFR TO SIGNG LN XIT SIGN RFR TO LTRIL RWINGS 0 LTRIL NL RFR TO LTRIL RWINGS LIGHTING N MHNIL ONTROL TLTS OORINT WITH LTRIL N MHNIL RWINGS STINLSS STL FILLR NL, S RUIR L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS ' 0" " LVL 00' 0" 0 ST 0 SOUTH 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 NORTH SL: /" = '0" ' " LVL 00' 0" LGN VSTIUL 0 ST SL: /" = '0" SL: /" = '0" VSTIUL 0 SOUTH SIGNG R RR RV T SRITION 0/0/ NUM RTL SWORK SHUL. NO. W x H x. SRITION " x " x 0" RWRS " x " x 0" R, RWRS, J. SHLF " x " x " R, RWRS, J. SHLF " x 0" x " R, J. SHLVS " x 0" x " R, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS T " x " x " R W/ GLSS, J. SHLVS O. NO. OUNTRTO SHUL O. SRITION T0 ' 0" ' " LVL 00' 0" INTRIOR LVTIONS HS ate: 0//0 " STINLSS STL " STINLSS STL VSTIUL 0 WST SL: /" = '0" VSTIUL 0 NORTH SL: /" = '0".0

13 GNRL NOTS RFRN G.00 FOR TYIL FIXTUR LVTIONS. "." NOTS FIXTURS THT N TO OMLY WITH STNRS. FIL VRIFY LL IMNSIONS RIOR TO MNUFTURING LL SWORK. LL SWORK TO LOKL. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 ' " " STINLSS STL OUNTR TO N KSLSH STINLSS STL OOR, WITH GLSS INSRT, LVTIONS JUSTL SHLVS, " ULL, STINLSS STL OOR " FRM, TLL INT TIL SL: " = '0" ' " " ' " ' 0" ' 0" STINLSS STL OOR, WITH GLSS INSRT, LVTIONS JUSTL SHLVS STINLSS STL OUNTRTO N KSLSH " ULL, STINLSS STL S INT WITH RWRS N JUSTL SHLVS " ULL, " " FRM, VRIS RFR TO ' " INTRIOR LVTIONS WLL / S INT TIL SL: " = '0" " ' " " " ' 0" ' " ' 0" STINLSS STL OUNTRTO N KSLSH " ULL, STINLSS STL S INT WITH RWRS ' 0" ' " 0' " 0' " " SSIL SINK SL: " = '0" " ' " S INT TIL SL: " = '0" " STINLSS STL FRONT STINLSS STL LOSUR NL " ' " " " ' 0" KYNOTS R RR VI ULX RTL RFR TO LTRIL RWINGS ORNR GUR G RFR TO MTRIL SHUL FIR XTINGUISHR INT MOUNT T.O. INT T +".F.F. STINLSS STL OUNTRTO QU RTL RFR TO LTRIL RWINGS MO SINK RFR TO LUMING RWINGS SFTY SHOWR/Y WSH WITH SIGNG MOUNT R MFR INSTRUTIONS SO THT HNLS R T +".F.F. RFR TO LUMING RWINGS HMIL FUM HOO 0 L GOR, FI JUSTL STINLSS STL SHLVING, FI STINLSS STL SWORK, FI RFR TO SWORK TILS N SIFITIONS TL/T RTL RFR TO LTRIL RWINGS SINK RFR TO LUMING RWINGS R SINK RFR TO LUMING RWINGS SURGRY LIGHT RFR TO LTRIL RWINGS OXYGN N RON IOXI LL VLVS OFOI RON IOXI GS YLINR OFOI OXYGN GS YLINR 0 GS YLINR RSTRINTS, FI GS MNIFOL, FI, RFR TO LUMING RWINGS HOT N OL WTR HOS I RFR TO LUMING RWINGS HOS N HOS RL, FI ONTROL JOINT RFR TO TIL /.0 OUNTR SUORT RKT INT TO MTH JNT WLL LUMINIUM RSH RIL R MOUNT T '0".F.F. RFR TO MTRIL SHUL " INTGRL RSINOUS OV S RFR TO MTRIL SHUL INTRIOR SIGNG, RFR TO SIGNG LN XIT SIGN RFR TO LTRIL RWINGS 0 LTRIL NL RFR TO LTRIL RWINGS LIGHTING N MHNIL ONTROL TLTS OORINT WITH LTRIL N MHNIL RWINGS STINLSS STL FILLR NL, S RUIR THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 opyright, Ltd 0 NV, LS VGS LVL 00' 0" " ' 0" " LN STORG 0 ST LN STORG 0 SOUTH LN STORG 0 WST 0 SL: /" = '0" SL: /" = '0" SL: /" = '0" LN STORG 0 NORTH SL: /" = '0" LVL 00' 0" LGN 0 ST 0 SOUTH 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 NORTH SL: /" = '0" SIGNG R RR RV T SRITION 0/0/ NUM RTL " ' 0" INTRIOR LVTIONS HS LVL 00' 0" ate: 0//0 0 ST 0 SOUTH 0 WST SL: /" = '0" SL: /" = '0" SL: /" = '0" 0 NORTH SL: /" = '0".0

14 GNRL NOTS F T.O. MHNIL UNIT XHUST ' 0 /"+/ LL XOS MSONRY TO RIV NTIGRFFITI OTING. NO XOS ONUIT ON XTRIOR WLLS. ' " 0' 0" T.O. MHNIL UNIT ' /"+/ T.O. RT ' 0" 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 T.O. WLL 0' 0" ' " 0 ' 0" ' 0".O. SOFFIT 0' " LVL 00' 0" THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. ' " ' 0" ' 0" ST LVTION SL: /" = '0" T.O. RT ' 0" ' 0" T.O. WLL 0' 0" LVL 00' 0" KYNOTS ROOFTO MHNIL UIMNT RFR TO MHNIL RWINGS, INT SH NOY RFR TO LNS N STIONS MTL OING RFR TO WLL STIONS HOS I NTR IN LOK RFR TO LUMING RWINGS LIGHT FIXTUR LIGN TO OF FIXTUR WITH TO OF LOK RFR TO LTRIL RWINGS R RR VI KNOX OX 00 SRIS, RSS MOUNT WITH LUMINUM FINISH MSONRY ONTROL JOINT RFR TO TIL /.0 N STRUTURL RWINGS ROOF N ROOF OVRFLOW RIN YLIGHT LOTION RFR TO LNS N LUMING RWINGS 0 OOR RFR TO OOR SHUL INT OOR N FRM? SURITY MR MOUNT T '0".F.F., HOUSING OLOR TO MTH JNT FINISH RFR TO LTRIL RWINGS SFTY LTFORM N GURRILS Y ONTRTOR RFR TO SIFITIONS XISTING WHIT HLL ROTT IN L XTN XISTING HINLINK FN TO NW VIVRIUM UILING MTH XISTING HIGHT ILING MOUNT SURITY MR RFR TO R N LTRIL RWINGS RIS UR FOR G WSH RFR TO IVIL N LUMING RWINGS FIR RTMNT ONNTION RFR TO IVIL RWINGS opyright, Ltd 0 L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV SOUTH LVTION SL: /" = '0" F Job No: 0 NV, LS VGS T.O. RT ' 0" 0' " 0' " T.O.RT ' 0".O. SOFFIT 0' " LVL 00' 0" ' 0" ' 0" +/ LVL 00' 0" NTRY SOUTH LVTION SL: /" = '0" WST LVTION SL: /" = '0" LGN T.O. RT ' 0" ' " ' " T.O. RT ' 0" RV T SRITION 0/0/ NUM.O. SOFFIT 0' " LVL 00' 0" 0 ' 0" T.O. WLL 0' 0" LVL 00' 0" UILING LVTIONS NTRY NORTH LVTION SL: /" = '0" NORTH LVTION SL: /" = '0" ate: 0//0.00

15 GNRL NOTS.0 T.O. RT ' 0".0 F T.O. RT ' 0".00 SIM..00 T.O. RT ' 0" RFR TO STRUTURL RWINGS FOR FOOTING N SL RUIRMNTS. RFR TO SHT.0 FOR ROOF TILS. RFR TO FLOOR LNS FOR WLL TYS. INT LL XOS INTRIOR N XTRIOR STRUTURL STL RFR TO FINISH SHUL N LVTIONS. RFR TO FINISH SHUL FOR FLOOR, WLL, N ILING FINISHS. RFR TO LVTIONS FOR OLOR/TXTUR. ROVI RORIT FIR STOING T FIR RT RTITIONS. NTRTIONS THROUGH WLLS WITH SOUN INSULTION SHLL SL TIGHT WITH OUSTIL INSULTION N SLNT. GRY IS TL LOW GR. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: SIM. O..0 0 T.O. WLL 0' 0".O. SOFFIT 0' " LVL 00' 0" LVL 00' 0".00 SIM. SHLL (HS ) 0 SF VSTIUL 00 0 SF UILING STION ST/WST SL: /" = '0" 0.00 L/T 0 SF 0 MHNIL 0 SF ORRIOR 00 SF STORG 0 SF LVL 00' 0" T.O. RT ' 0" LVL 00' 0" KYNOTS VOR RTRR IRTLY UNR ONRT SL OVR " TY II OVR STRUTURL SUGR RFR TO GOTH RORT MHNIL UNIT RFR TO MHNIL RWINGS WLL RFR TO LNS STRUTURL FRMING, INT \ RFR TO STRUTURL RWINGS ROOF SYSTM RFR TO ROOF LN N TILS ONRT SL ON GR RFR TO STRUTURL RWINGS ROOF RIN RFR TO ROOF LN FOR LOTION STINLSS STL SWORK RFR TO LNS ILING RFR TO RFLT ILING LNS 0 OOR RFR TO OOR SHUL ROOF UR RFR TO TIL /.0 ROOF SS HTH RFR TO ROOF LNS ROOF SS LR ROVI MTL KING S RUIR RFR TO TIL /.0 MTL SH NOY RFR TO STIONS ONRT FOOTING RFR TO STRUTURL RWINGS " FURRING RFR TO LN FOR RTITION TYS WLL S RFR TO FINISH SHUL MTL ROOF K RFR TO STRUTURL RWINGS UTWORK RFR TO MHNIL RWINGS 0 WLL MOUNT XTRIOR LIGHT RFR TO LTRIL RWINGS R RR VI NTR ON LOK L TRY RFR TO LTRIL RWINGS LTRIL ONUIT RFR TO LTRIL RWINGS HYRONI IING RFR TO MHNIL RWINGS SFTY LTFORM N GURRILS Y ONTRTOR RFR TO SIFITIONS WTRROOFING SURITY MR HOUSING TO MTH OLOR OF JNT FINISH RFR TO LTRIL RWINGS XTN XISTING HINLINK FN TO NW VIVRIUM UILING MTH XISTING HIGHT RIS UR FOR G WSH RFR TO IVIL N LUMING RWINGS THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHTTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT. S OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. L S R Y L 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 opyright, Ltd 0 UNLV VIVRIUM NV, LS VGS WLL STION T MIN NTRY SL: /" = '0" WLL STION SL: /" = '0" UILING STION ST/WST SL: /" = '0" F.0.0.O.. ' /" ' " ' 0" 0.00 T.O. RT ' 0" RV T SRITION 0/0/ NUM 0 0 LVL 00' 0" 0 LVL 00' 0" L/T 0 SF ORRIOR 00 SF R 0 SF SURGRY 0 0 SF R 0 SF ORRIOR 00 SF TOILT 00 SF LVL 00' 0" UILING N WLL STIONS 0 NOY STION SL: /" = '0" NOY STION SL: /" = '0" UILING STION NORTH/SOUTH SL: /" = '0" ate: 0//0.00

16 Structural over Sheet UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV South Jones lvd. Suite 00 Las Vegas, Nevada hone (0) Fax (0) mail structural@lochsa.com L Job Number 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 bbreviations General Notes Sheet List.. or. olt N.. GGR. LT. L. I I IS ISI STM NSI WS & L ROX. RH. SH. SS'Y. VG. L M. RG. T M..., OTT. OR OT. LG. LKG. O.G. LG. N. L LR. OL. ON. ONN. ONST. ONT. ONTR..F. T.Y. T. IG. I. IMS. O L.F. WG... N L T.. L. or LV. NGR. O of O K.N.. UI. ST. XV. XIST. or XG. X. JT. or.j. XT. XHVY XSTR F. FF FS FT. or ' FIG. FIN. FLR. F.. FTG. FN., FN. or FOUN. FRMG. G. GLV. GN. GL. GR. or GR. GRN. H.. HGT. HORIZ. S IN. or " INL. I IF JNT. K K.O. LM. lb. LGTH. LG. 00'0" nchor olt nchor ddition ggregate lternate luminum merican oncrete Institute merican Institute of rchitects merican Institue of Steel onstruction merican Iron and Steel Institute merican lywood ssociation merican Society for Testing and Materials merican National Standards Institute merican Welding Society nd ngle pproximate rchitect or rchitectural sphalt ssembly verage ase late eam earing ent ending Moment oard ottom uilding locking ottom of eck enter of Gravity eiling enter enter Line hannel lear olumn oncrete onnection onstruction ontinuous ontractor oncrete Masonry Units ubic Foot olumn Tile ubic Yard etail iagonal iameter imensions itto ouble ngle ouglas Fir rawing ach ach nd lectric or lectrical ast levation or levator ngineer dge of eck dge Nail (Nailing) qual quipment stimate xcavate xisting xpansion Joint xterior xtra Heavy xtra Strong Fabrication Far Face Far Side Feet or Foot Figure Finish Floor Floor rain Footing Foundation Framing Gage or Gauge Galvanize General (Notes) Glu Lam eam Grade Ground Hold down (Simpson) Height Horizontal I eam Inches Include or Included Inside iameter Inside Face Joint Kip (,000 lbs.) Knockout Laminated ound Length Long Slope irection (down) Span irection Miscellanious levation # LONGIT. L.H.. LL LLH LLV LVL M.. MK. MT. MTL. MX. MH. M. MZZ. MIN. MIN. MIS. MIX. MULT. NF NS NOM. N NTS NO. or # O ONG. O. ORIG. O O.S.. OWSJ NL RM. R.. F N. L LYW. NT. T.T... SF SI ROJ. QTR. R. or R. RF. RINF. R'. RV. RF. RM. SH. ST. SHT. SHTG. SHT. MT. SIM. or SIML. SK. S SS. SQ. ST. STL. STIR. STK. STR. STRUT. SYM. OR SYMM. S.FR. S.F. TN. THK. THRU THRUOUT TJI TOL. T & G T & TO TO or TO ON. TOF or TO FTG. TOM or TO MSONRY TOS or TO STL. TOW or TO WLL TOT. TRNSV. UN UNO V.I.F. VRT. VOL. WT. W W W. W.. Y. T Longitudinal Low Hydrogen lectrode Long Leg ack To ack Long Leg Horizontal Long Leg Vertical Laminated Veneer Lumber Machine olt Mark Metal Material Maximum Mechanical Medium Mezzanine Minimum Minute Miscellaneous Mixture Multiple Near Face Near Side Nominal North Not to Scale Number On enter Opening Opposite Original Outside iameter Oriented Strand oard Open Web Steel Joist anel ermanent erpendicular iece ounds er ubic Foot enetration late lywood oint ost Tension, ost Tensioned ressure Treated artial en. ounds er Square Foot ounds er Square Inch Quarter Radius Reference Reinforce, Reinforced, Reinforcement or Reinforcing Required Revise or Revision Roof Room Schedule Section Sheet Sheathing Sheet Metal Similar Sketch South Specifications Square Standard Steel Stirrup Stock Straight Structural Symmetrical Strut Force Square Foot Tangent Thick Through Throughout Trus Joist MacMillan I Joist Tolerance Tongue & Groove Top & ottom Top Of Top of oncrete Top of Footing Top of Masonry Top of Steel Top of Wall Total Transverse Typical Unless Noted Unless Noted Otherwise Verify in the Field Vertical Volume Weight West Wide Flange Wood Work oint Yard Symbol Legend Symbols for oncrete per I Indicates Size of eformed ar. Spacing enter to enter GNRL. The ontractor shall verify all dimensions prior to starting construction. The rchitect shall be notified of any discrepancies or inconsistencies.. Structure noted in the drawings as existing shall be field verified by the contractor and any discrepancies noted shall be reported to the rchitect/structural ngineer.. o not scale the drawings.. Notes and details on the drawings shall take precedence over these general notes, typical details, and the project specifications.. Typical details and schedules indicated may not be specifically referenced on the drawings. The contractor is responsible to determine where each typical detail or schedule applies. If locations are found where no typical detail, typical schedule, or specific detail applies, notify the rchitect/structural ngineer.. ll work shall conform to the minimum standards of following codes: The 0 edition of the International uilding ode (I), including Southern Nevada amendments and other regulating agencies which have authority over any portion of the work, and those codes and standard listed in these notes and in the project specifications.. See the architectural drawings for the following: Size and location of door and window openings, size and location of interior and exterior nonbearing partitions, size and location of concrete curbs, floor drains, slopes, depressed areas, changes in level, chamfers, grooves, inserts, etc., size and location of floor and roof openings, floor and roof finishes, stair framing and details, dimensions not shown on the structural drawings, ceiling assemblies, exterior wall assemblies.. See mechanical, plumbing, and electrical drawings for the following: ipes, sleeves, hangers, trenches, wall floor and roof openings, duct penetration etc., except as shown or noted, electrical conduit runs, boxes, outlets in walls and slabs, concrete inserts for electrical, mechanical or plumbing fixtures, size and location of machine or equipment bases, anchor bolts for mounts.. ll framing members provided for mechanical equipment, elevator support beams, lintels, roof openings, etc. are preliminary. Submit manufacturer's data for the proposed equipment to structural engineer prior to submittal of shop drawings for verification of supports. 0. For mechanical and electrical equipment anchorage that is to be designed by others, see 0 I section and S 0 chapter. Use isolators, fasteners and bracing approved by IS capable of transmitting code required lateral loads. Secure suspended equipment with lateral bracing.. For piping and ductwork bracing to be designed by others, see the latest edition of "Guidelines for Seismic Restraints of Mechanical Systems" by the SheetMetal and ir onditioning ontractors National ssociation.. The contract Structural drawings and specifications represent the finished structure. They do not indicate the method of construction. ontractor to provide construction means, methods, techniques, sequences and procedures as required. ontractor to provide adequate excavation procedures, shoring, bracing and erection procedures complying with national, state and local safety ordinances. The ontractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not be limited to: bracing and shoring for loads due to hydrostatic, earth, wind or seismic forces, construction equipment, etc.. Observation visits (site visits) by representatives of rchitect/structural ngineer do not include inspection of construction means and methods. Site visits during construction are not continuous and detailed inspection services which are to be performed by others. Observations are performed solely for the purpose of determining if the ontractor understands design intent shown in the contract drawings. Observations do not guarantee ontractor's performance and are not to be construed as supervision or verification of construction. Structural observation is not required for this project in accordance with 0 I Section 0... Notify the Structural ngineer when drawings by others show openings, pockets, etc., not shown on the structural drawings, but which are located in the structural members.. ll specifications and codes noted shall be the latest approved editions and revisions by the governmental agency having jurisdiction over this project.. ontractor shall investigate the site during clearing and earth work operations for filled excavations or buried structures such as cesspools, cisterns, foundations, utilities, etc. If any such structures are found, the Structural ngineer shall be notified immediately.. onstruction materials shall be spread out when placed on framed floors or roofs. The construction material load shall not exceed the design live load per square foot. rovide adequate shoring and/or bracing where structure has not attained design strength.. Shop drawings submitted to the Structural ngineer for review shall consist of () bond copies. No modifications or substitution of drawings and specifications will be accepted via shop drawing review.. ontractor shall review and stamp shop drawings prior to submission to the rchitect/structural ngineer. ontractor shall review for completeness and compliance with contract documents.. Submit shop drawings to the rchitect/structural ngineer as indicated or specified for review prior to fabrication. Review will be for general conformance with design intent conveyed in contract documents.. When an engineer is required to sign and stamp shop drawings and calculations, ensure seal indicates engineer as registered in state where project site occurs.. Shop drawings are not a part of contract documents. Therefore, rchitect's/structural ngineer's review does not constitute an authorization to deviate from terms and conditions of the contract.. Shop drawings will be rejected for incompleteness, lack of coordination with other portions of contract documents, lack of calculations (if required), or where modifications or substitutions are indicated without prior review per paragraph above.. Submit shop drawings and calculations to governing code authority when specifically indicated or requested.. Maintain a copy of all shop drawings accepted by the rchitect/structural ngineer at site during construction period.. Structural ngineer requires 0 working days after receipt of shop drawings and calculations for processing.. esign Loads: Live Loads: Roof 0. I Lateral Loads Wind esign ata: asic Wind Speed Risk ategory xposure Internal ressure oefficient Gpi = Vult = mph Vasd = mph II arthquake esign ata: Risk ategory II Seismic Importance Factor le =.00 Mapped Spectral Response cceleration arameters S S = 0. g S = 0. g Site lass esign Spectral Response cceleration arameters S S= 0. g S = 0. g Seismic esign ategory asic Seismic Force Resisting System(s) esign ase Shear(s) k Seismic Response oefficient(s) S = 0. Response Modification oefficient(s) R = nalysis rocedure Used quivalent Lateral Force asic Seismic Force Resisting System(s) esign ase Shear(s). I Table.. Sulfate xposure (See General Notes oncrete Item # for concrete water cement ratio limits): S (Not pplicable) Main uilding: Ordinary Reinforced Masonry Shear Walls Seismic Response oefficient(s) S = 0. Response Modification oefficient(s) R = / nalysis rocedure Used 0 psf (Reducible) Steel anopy: Steel Ordinary antilever olumn System k ±0. quivalent Lateral Force Quality ssurance and Special Inspection Quality ssurance for Seismic Resistance Special inspection in accordance with the requirements of I section 0, 0, and structural testing in accordance with the requirements of I section 0. shall be required for: ll seismic force resisting systems shown in elevation esignated seismic force resisting systems denoted by SFRS on plan or detail. NOT: xisting seismic force resisting systems denoted on plan or detail by SFRS shall require structural observation performed by a qualified third party, inspection and testing agency in accordance with I section 0., any deficiencies or discrepancies from that shown on the structural drawings shall be reported to the engineer of record. The type and frequency of special inspection, structural testing and subsequent reporting conforming to the requirements of I section 0 and 0 shall be submitted by the inspection and testing agencies to the architect/structural engineer for approval. Structural observations and subsequent reporting of general conformance to the structural drawings shall be performed periodically by the engineer in responsible charge at his/her discretion or when specifically required by the building official. Quality ssurance for General onstruction Testing Laboratory: Retained by owner and satisfactory to rchitect/structural ngineer and governing code authority to perform required tests and inspections of this contract and applicable code. Material ertification: Submit laboratory test reports certifying materials are of identifiable tested stock to owner, testing laboratory, rchitect/structural ngineer and, upon request, to governing code authority. If laboratory test reports cannot be made available, testing laboratory will perform tests as directed by rchitect/structural ngineer. ontractor shall pay testing laboratory for costs related to tests and inspections of unidentifiable materials or materials furnished without laboratory test reports, materials found deficient after initial tests and inspections, or materials replacing deficient materials. Special inspection in accordance with the requirements of I section 0 and 0 shall be required for the following elements of general construction.. oncrete. Testing laboratory will review concrete mix design data and will perform the following concrete tests at frequency indicated in I section.: (a) Slump tests in compliance with STM. (b) repare four test cylinders for compressive strength testing in compliance with STM, I and I section.. Test one cylinder at days, two cylinders at days and retain remaining cylinder for tests until completion of project. etermine concrete compressive strength at days based on average of two cylinders tested. (c) Special inspections and verifications shall be as required by this section and Table 0.. Refer to sheet S0.0.. eriodic inspection of bolts, embedded plates and postinstalled mechanical anchors (expansion anchors) installed in concrete. (a) Special inspections and verifications shall be as required by this section and Table 0.. Refer to sheet S0.0.. Reinforcing and mechanical reinforcing bar splices: (a) uring placement (b) Special inspections and verifications shall be as required by this section and Table 0.. Refer to sheet S0.0.. Welding: (a) Shop welding unless performed on premises of an approved fabricator as defined in I Section 0.. (b) Field welding including shear studs (when permitted) (c) Field welding of metal deck per appropriate IS valuation report. (eriodic inspection permitted per I table 0.. item ). (d) Welded guardrail (e) Light gauge steel (f) Special inspections and verifications shall be as required by this section and Table 0.. and Structural Steel Table (Ref. I 0.., 0.. & 0..). Refer to sheet S0.0.. eriodic inspection of high strength bolting.. Structural masonry. (a) Special inspections and verifications shall be as required by this section and Masonry onstruction Table (Ref. I 0.). Refer to sheet S0.0.. Special cases: (a) eriodic inspection of epoxy and grout set bolts and reinforcing bars (b) eriodic inspection of built up light gauge steel members WG# RWING TITL T / RV S0.0 STRUTURL OVR SHT N GNRL NOTS 000 S0.0 GNRL NOTS 00 S0.0 GNRL NOTS 000 S0.0 GNRL NOTS 000 S.0 HS FOUNTION LNS 000 S.0 ROOF FRMING LN 00 S.0 WLL LVTIONS 00 S.0 TYIL FOOTING N S LT TILS N SHULS 00 S.0 FOUNTION TYIL TILS 000 S.0 ONRT TYIL TILS 00 S.0 ONRT MSONRY UNIT TYIL TILS 000 S.0 STRUTURL STL TYIL TILS 00 S.0 STL K TYIL TILS 00 S.0 STL STU TYIL TILS 00 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS ION L ROFSS NG I X: NR JOHN R. ZILINSKI IVIL/ STRUTURL No. 0 0 // ST T OF NV 00'0" (00) =0" Floor or Steel levation Number of Headed Shear Studs Required Rigid onnection amber Up Masonry () Wall oncrete Wall arth New onstruction xisting onstruction Section ut levation Reference S S S irection in Which ars xtend Limits of rea overed y ars or ost Tension Welding per WS Structural Steel per IS race U race Frame race own Step in Foundation (Footing) hange (Step) in levation Slip ritical onnection Number of olts per Row Number of Rows Revision. Ten percent of drilledin, epoxy, or grout set anchors shall be proof tested to times allowable tension. Notify rchitect/structural ngineer of any failures so additional testing of adjacent anchors can be directed.. Structural steel. (a) Special inspections and verifications shall be as required by this section and Structural Steel Table (Ref. I 0.., 0.. & 0..). Refer to sheet S Spray applied fireproofing as indicated on architectural drawings. Thickness testing shall be performed on not less than percent of the structural members on each floor.. Insulating concrete per appropriate IS evaluation report as indicated on rchitectural/structural drawings.. xcavation and backfilling. (a) Special inspections and verifications shall be as required by this section and Table 0.. Refer to sheet S0.0. (b) Special inspections and verifications shall be as required by this section and Table 0.. Refer to sheet S0.0. RV T SRITION 0/0/ NUM STRUTURL OVR SHT N GNRL NOTS ate: 0//0 S0.0

17 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS L I ON ROFSS NG I JOHN R. ZILINSKI X: NR IVIL/ STRUTURL 0 ST T OF NV No. 0 // RV T SRITION 0/0/ NUM GNRL NOTS ate: 0//0 S0.0

18 ost Installed nchors in oncrete and Masonry. ostinstalled anchors shall only be used where specified on the drawings.. ontractor shall obtain approval from the ngineer of Record (OR) prior to using postinstalled anchors for missing or misplaced castinplace anchors.. are shall be given to avoid conflicts with existing rebar. Holes shall be drilled and cleaned in strict accordance with the current manufacturer's published installation instructions (MII). nchors shall be installed per the manufacturer's installation instructions at not less than minimum edge distances and/or spacing indicated in the manufacturer's literature.. Manufacturer's direct representative shall provide installation training for all products to be used, prior to commencement of work. Only trained installers shall perform post installed anchor installation a record of training shall be kept on site and be made vailable to the OR as required.. Installation of adhesive anchors in horizontal to vertically overhead orientation shall be done by a certified adhesive anchor installer (I) as certified through I and in accordance with I 0 (Section...). roof of current certification shall be submitted to the engineer for approval prior to commencement of installation.. dhesive anchors must be installed in concrete aged a minimum of days.. dhesive anchors installed in horizontal or upwardly inclined orientations to resist sustained tension loads shall be continuously inspected during installation by an inspector specially approved for that purpose by the building official.. nchors shall be embedded in the appropriate substrate with the embedment indicated on the drawings.. Substitution requests for products other than those listed below shall be submitted to the ngineer of Record with calculations that are prepared and sealed by a Registered rofessional ngineer showing that the substituted product will achieve an equivalent capacity using the appropriate design procedure required by the uilding ode. 0. ontractor shall contact manufacturer for free product and installation training prior to anchors being installed. ontact Simpson StrongTie at (00) 0, Hilti at (00) 000 or owers Fasteners at () for training, product related questions and availability.. Special Inspection shall be provided as required by the applicable IS valuation Services Report.. cceptable products for installation in masonry are as follows:. xpansion anchors shall be: Simpson StrongTie "Strong olt " per IMOUS R0 Hilti "Kwik olt " per IS SR owers owerstud+ S expansion anchors per IS SR for grouted masonry. Screw anchors shall be: Simpson StrongTie "Titen H" per IS SR0 Hilti "KWIK HUSZ" per IS SR0 owers Wedgeolt+ hex head screw anchors per IS SR for grouted masonry. dhesive anchors shall be: Simpson StrongTie ST poxytie dhesive per IS SR Hilti HITHY 0 per IS SR owers 00 + Gold adhesive anchoring system per IS SR 00 for grouted and ungrouted concrete. cceptable products for installation in cracked and uncracked concrete are as follows:. xpansion anchors shall be: Simpson StrongTie Strongolt per IS SR0 Hilti "Kwik olt TZ" per IS SR ITW Red Head Trubolt+ (/ and / diameter only) per IS SR owers owerstud+ S per IS SR owers owerstud+ S per IS SR0 owers owerstud+ S and owerstud+ S Stainless Steel expansion anchors per IS SR0. Screw anchors shall be: Simpson StrongTie "Titen H" and Titen H Rod Hanger per IS SR Hilti KWIK HUS Z and KWIK HUSZ per SR 0 owers Wedgeolt+ per IS SR owers Snake+ per IS SR owers Vertigo+ coupler per IS SR. Undercut anchors shall be: Simpson StrongTie Torqut per IS SR 0 Hilti "H" per IS SR owers tomic+ per IS SR0. dhesive anchors shall be: Simpson StrongTie "TX" per IMOS R Simpson StrongTie "STX poxytie dhesive" per IS SR0 Hilti "HITR 00S" per IS SR Hilti "HITHY 00 SafeSet" per IS SR owers 000+ per IS SR for slow cure applications owers UR0+ per IS SR for slow cure applications owers 00+ gold per IS SR for fast cure applications. owder ctuated Fasteners shall be: Simpson StrongTie "owderriven Fasteners" per IS SR Hilti LowVelocity owderriven Fasteners per IS SR and SR owers "owder riven Fasteners" per IS SR0. cceptable products for installation in the soffit of concrete over profile metal deck are as follows:. xpansion anchors shall be: Simpson StrongTie "Strongolt " per IS SR0 Hilti "Kwik olt TZ" per IS SR owers owerstud+ S per IS SR. Screw anchors shall be Simpson StrongTie "Titen H" or "Titen H Rod Hanger" per IS SR Hilti "KWIK HUSZ and KWIK HUSZ per IS SR0 owers Wedgeolt+ per IS SR owers Snake+ per IS SR owers Vertigo+ coupler per IS SR THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 opyright, Ltd 0 South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS ION L ROFSS NG I X: NR JOHN R. ZILINSKI IVIL/ STRUTURL 0 ST T OF NV No. 0 // RV T SRITION 0/0/ NUM GNRL NOTS ate: 0//0 S0.0

19 LN NOTS. Top of concrete floor reference elevation = 00 0 typical uno. ' 0" ' 0" ' 0". Slab on grade shall be thick concrete with # at placed, clear from top of concrete. For method of placing slab on grade see /S.0. See architectural drawings for slab depressions, slopes, etc. See detail /S.0, /S.0 and geotech report for subgrade requirements. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: Top of exterior and interior footing shall be elevation, typ. uno.. ontractor to coordinate slab on grade control joints with /S.0.. For typical concrete/foundation details, see sheet S.0 and S.0. 0' " WTR TNK MX. WT =,000 LS. NOT. OF TOTL 0' ". See geotechnical report for underslab and footing requirements. Overexcavation for the footings and slab on grade is required in accordance with the geotechnical report. Refer to detail /S.0.. ontractor to coordinate placement of utilities thru or adjacent to the footings or stem walls with details /S.0 or the footings may be stepped per /S.0 at contractors option, typ. THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. opyright, Ltd 0 ' 0" ' 0" ' 0" ' " 0' " ' 0" MIN., UNO STU FRMING NOT, ' " ' 0" ' " ' " XISTING UILING F. " thk. wall solid grouted. Reinforce with # at " oc vertical and # at " oc horizontal centered in cells. rovide additional reinforcing at wall openings, ends, corners and intersections per details on sheet S.0. See detail /S.0 for control joints and coordinate location with architect.. " thk. wall solid grouted. Reinforce with # at " oc vertical each face with spider spacers (vertical positioners) at '0" oc vertically and # at " oc horizontal centered in cells. rovide additional reinforcing at wall openings, ends, corners and intersections per details on sheet S.0. See detail /S.0 for control joints and coordinate location with architect. 0. The dimensions shown here apply to structural elements only, see rchitectural plans for dimensions not shown. rchitectural backgrounds are shown for reference only. South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM ' 0" ' " 0' " ' " ' " ' 0" FOUNTION LN VIVRIUM HS N /" = '0". ontractor shall field verify existing structural conditions. If any discrepancies are found, contractor shall contact the rchitect and Structural ngineer before performing work.. Typical interior structural framing, refer to rch. for stud size, spacing and location. Refer to S.0 for steel stud typical details.. For interior walls and interior and exterior wall finishes, see architectural plans. 0 SOUTH MRYLN RKWY LS VGS, NV S.0 S.0 " THK. WLL NOT, S.0 ' 0" ' 0" ' 0" F S.0 T.O. ON. L.=00'" RH. UIMNT NOT. Refer to rch. for additional hase I/hase II construction sequencing information.. quipment pad, see rch. for size and location. Refer to detail /S.0 for equipment pad construction.. For typical details and notes see sheets S.0 S.0. For general notes see sheets S0.0 and S0.0.. # denotes base plate type. See schedule and details on sheet S.0.. Tank and anchorage to slab by tank manufacturer. Job No: 0 NV, LS VGS " THK. WLL NOT, GNRTOR MX. WT.=0,000 LS. UIMNT NOT TS MX. WT.=,0 LS.. ll exterior/exposed steel and hardware shall receive a zinc rich paint coating. Refer to arch. ' 0" 0' " 0' " ' " ' 0" ' 0" " THK. WLL NOT, S.0 S.0 F F HSSXX/ L STU FRMING NOT, T.O. ON. L.= ' /" RH. " THK. WLL NOT, S.0 S.0 F HSSXX/ L THIKN SL LOW WTRTNK TIL FLOOR RIN RH. FLOOR RIN RH. S.0 SL ON GR NOT S.0 ' 0" L F HSSXX/ F T.O. ON. L.= ' /" RH. 0 S.0 S.0 F WLL/HR OV ~ S.0 F 0 S.0 F SIM. S.0 /" G F S.0 S.0 ' " UIMNT NOT F F F F T.O. ON. L.=00'" ' 0" ' " 0' " ' " ' " RH. HSSXX/ L OF HSSXX/ L S.0 /" G SWITHOR MX. WT.=, LS. UIMNT NOT F S.0 F S.0 ' 0" ' 0" SL ON GR IVIL WGS. /" G HSSXX/ S.0 S.0 0 S.0 S.0 OF NOT S.0 S.0 0' " SIM. " THK. WLL NOT, /" G HSSXX/ L L ' " ' " HSSXX/ ' 0" ' " ' " ' " ' 0" XISTING UILING F NW VIVRIUM KYLN ION L ROFSS NG I X: NR JOHN R. ZILINSKI IVIL/ STRUTURL No. 0 0 // ST T OF NV RV T SRITION 0/0/ NUM HS FOUNTION LNS FOUNTION LN VIVRIUM HS N /" = '0" WHIT HLL ate: 0//0 S.0

20 XVTION.0'0" FOUNTION FINISH GR OTTOM OF XVTION SHLL NOT XTN LOW THIS LIN FOUNTION RLLL TO XVTION '" MIN. FOUNTION FINISH GR OTTOM OF FOOTING LVTION IVIL RWINGS FOR XISTING UTILITS XISTING UTILITY RLLL TO FOUNTION FOUNTIONS JNT TO XVTIONS N UTILITIS /" = '0" NOTS:. ontractor shall locate bottom of excavation to avoid surcharge on utilities and other foundations.. ontractor shall coordinate all excavations with foundation with foundation requirements.. Step foundation as required per /.. ontractor shall adhere to the recommendations in the Geotechnical Notes, for all excavations, backfill requirements etc.. ipes passing through footings: Less than '0" below foundation, provide sleeve and concrete. More than '0" below foundation, step foundation per / to maintain '0" Maximum.. Sleeves shall be minimum " clear all around pipes, conduit etc.. For pipes etc. within the footing thickness, step footing as required to pass pipes through stem wall. " SLV I. NOT " levation ONT. FOOTING UTILITY (IS) NOT XTN ON. ROUN SLV NOT IS THRU FOUNTION WLL Section FN0 '0" MX. " NOT SLV NOT N FOR L LNGTH /S.0 N S R'. "t" "t" MIN. "S" '0" MX. " LR. "t" MIN. x"s" MIN. RINF. SHLL MTH LONGIT. FTG. RINF. SIZ N NUMR FOR L LNGTH /S.0 ST FOOTING /" = '0" " LR. " LR. ROVI OWLS TO MTH VRT. WLL RINF., SING, SIZ N NUMR S SHOWN ON LN INITS THIS OINT OF TH ST FOOTING STRUT. FILL R GOTH. RUIRMNTS S.0 FN0 SL ON GR MOISTUR RRIR, GOTH. RORT SRIFI N OMT NTIV SOIL OR STRUTURL FILL, TIL /S.0 N GOTH. RORT " MINIMUM OMT TY II GGRGT, GOTH. RORT UNR SL INFORMTION SHOWN OV R MINIMUM RUIRMNTS, TIL /S.0 N GOTH. RORT FOR ITIONL INFORMTION SUGR TIL /" = '0" FN0 THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 opyright, Ltd 0 ONTRTION JOINTS ONSTRUTION JOINTS 0'0" MX. NOTS:. Slab shall be placed in strip pattern. = First = Second SQUR FT MXIMUM, TYIL OLUMN NTRLIN WHR OUR ISOLTION JOINT T OLUMNS, TIL /. TIL. Strips to be divided by construction joints at the centerline of columns where they occur and subdivided as required into areas not exceeding sqft. by construction joints.. In areas where columns do not occur provide construction and contraction joints as above.. ontractors shall obtain architect's approval for all joint locations. MTHO OF LING SL ON GR /" = '0" UR WHR OURS, TIL /. RSSION "t", " MX. LN OR RH. RWINGS ROVI HOOK WHR "t" XS " VRIS '" MX. SUGR, GOTH. RORT SL ON GR # ONT. ' " MIN. OR "t" WHIHVR IS GRTR ' 0" LSS L SLI ' 0" ST IN SL ON GR NO SL SL ON GR SUGR, GOTH. RORT SL ON GR " WLL WITH # T " O H WY, MIN. HORIZ. RINF. # TO N OT. NOTS:. For location and depth see plan or rch. dwgs. FN0 RINF. RS, LN "t" /" I. x " LONG SMOOTH R OWLS T " O, GRS OWLS ON SI OF JOINT ONLY "t" SL RS " " ONSTRUTION JOINT ONTRTION JOINT, SW UT /" WI x " MIN. SWING MUST OUR S SOON S ONRT SURF IS FIRM NOUGH SO ONRT WILL NOT MG, UT NO LTR THN HOURS FTR ONRT HS N L SUGR GO TH. RORT /" I. OWR RIVN NHORS T " FROM NS T " O WITH STNR WSHRS STUS, NOT, G. TRK UNUNH, SUGR GOTH. RORT ONTRTION JOINT "t" RH. " " " LR. LR. UNO SUGR GO TH. RORT FN00 NOTS:. owder driven anchors are not allowed at curbs, depressions, slab edge, etc.. See arch. dwgs. for locations and extents of curbs and depressed areas.. See arch. for nonbearing metal stud data and for locations. NONRING STU WLL NO SL FN0 /" I. NHOR OLTS T '0" O WITH ST. UT WSHRS, T URS, RSSIONS, GS OF SLS, SL ONINGS, T. UR WHR OURS, RH. N /. RSSION WHR OURS, RH. N /. ONT. RS ONSTRUTION JOINT #x'0" LONG ONSTRUTION OR ONTRTION JOINT, TIL /. #x'0" LONG SL ON GR " MIN. ON. OVR T STRUT. STL SUGR GOTH. RORT " MIN. UNO GRI LN STION.00 X MIN. OLUMN ISOLTION JOINTS /" = '0" WLL, LN FOR SIZ N RINFORING, T. HORIZONTL WLL RINFORING T FLOOR LIN FINISH GR TO OF FOOTING R LN LN N ROUGHN TO /" MLITU " LR. FORM " LR. GINST RTH ONTINUOUS FOOTING " XTRIOR WLL FOOTING NO SL " " MIN. LR. X " MX. W OL., HSS TU, I OR ON. OL. LN OR SH. G OF SL, TIL /. GRI NOT:. lan is similar at corners. G OF SL RS ONT. FINISH GR RH. TO OF FOUNTION OWLS TO MTH VRTIL WLL RINFORING. FOR L SLI SH. /S.0, N LTRNT WYS INTO FOOTING OWLS TO MTH SL RINFOING WITH LSS L SLIS " SUGR GOTH. RORT SL ON GR LOK ()# ONT. MOUL WHR R'. STRUTURL FILL R GOTH. RUIRMNTS S.0 FN00ibc " MIN. SL ON GR SUGR GOTH. RORT Y " MIN. ON. OVR T STRUT. STL 0.00 ILSTR, LN OR SH. TOOL JOINTS T XOS RS VRIS 0.00 ONSTRUTION JOINT ONSTRUTION OR ONTRTION JOINT, /. LN LN XNSION JOINT T XTRIOR VING WHR OURS, RH. FOR FINISH GR HORIZ. WLL RINF. ONT. T ONING STM WLL SOLI GROUT LN N ROUGHN SURF TO /" MLITU OWLS TO MTH VRTIL WLL RINFORING, N LTRNT WYS INTO FTG. " LR. FORM " LR. GINST RTH FIRST OUR STION ONTINUOUS FOOTING Y " LR. FOOTING T WLL ONING NO SL ()# ONT. OLUMN OR WLL F " MIN. FN0 WLL (YON) OWLS TO MTH SL RINF. WITH LSS L SLIS S R'. SUGR GOTH. RORT SL ON GR, KY INTO TOS OF LLS " MX. FN0 WLL GRI STRUTURL FILL R GOTH. RUIRMNTS S.0 0 '" MX. #xont. WITH '" NS OR '"x'" WLS. T ORNRS N NS LOW # WLS. T " O TO OF ON. " MIN. WHR OSSIL OTHRWIS L IN NTR OF SL " LR. " UR WITH S R'. " OR LSS, " MIN. NOT GRTR THN " '" MX. NOT NOTS:. Size and locate curbs as required.. rovide inserts in curbs as per rch. and Mech. dwgs.. For height see rch. or Mech. 0" max. ONRT UR /" = '0" RH., MH. N LT. WG. FOR LOTION N TILS OF ON. SS N S NHOR OLTS S R'. '0" MX. '" MIN. RH. N MH. /" OMRSSIL MTRIL SIS " MX. '0" MIN. ONRT S MH. N RH. WGS. 's S R'. " MIN. G " LR. # T " W ONRT UIMNT S N /" = '0" TO OF ON. # WLS. T " O # ONT. WITH '" NS OR '"x'" WLS. T ORNRS N T N OR UR WHR ON. OR WLL OURS LN N ROUGHN JOINT FN0 ONRT INRTI LOK RH. N MH. WGS. FOR TILS SL ON GR OR VING, T. RH. # T " O W TO N # T " O W OTTOM WITH ORNR RS STRUTURL FILL R GOTH. RUIRMNTS S.0 # OWLS T " ROUN RIMTR OF, N NOT LSS THN ON T H ORNR OF TO OF SL ON GR OR STRUT. SL FN0 '" MIN. South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS L I ON RO F S S NG I X: N R JOHN R. ZILINSKI IVIL/ STRUTURL No. 0 0 ST T O F NV // WTR TNK N NHORG Y OTHRS LN SL ON GR LN SL RINF. LN RV T SRITION 0/0/ NUM ' 0" " LR. # T " O H WY OTTOM '0" MIN., UNO STRUTURL FILL R GOTH. RUIRMNTS S.0 FOUNTION TYIL TILS THIKN SL /" = '0" ate: 0//0 S.0

21 Thickness Tension evelopment and Lap Splice Length ( for Masonry only ) Masonry esign Strength lacement of ar R SIZ # # # " # # # " # f'm = 00 psi f'm = 000 psi f'm = 00 psi f'm = 000 psi f'm = 00 psi f'm = 000 psi enter dge enter dge enter dge enter dge enter dge enter dge # N 0 N N N N N # # # # # # NOTS:. ll lengths are in inches.. For bar placement, edge distance (d im.) see detail.. Where bars per cell occur they shall be placed per edge condition see note.. " bars per cell is not permited. " bars per cell up to # are permitted. 0" bars per cell up to # are permitted.. N indicates Not ermitted.. #0 and # bars where shown on plans or details require a mechanical splice. TNSION VLOMNT N L SLI LNGTH (FOR MSONRY) #. JM # /" = '0" M. R SH. S.0 WLL RNIF. WHR STRIGHT XTNSIONS IS NOT OSSIL, XTN RS S FR S OSSIL N HOOK ROVI OWLS TO MTH JM RS, L SLI NOT LINTL RINFORING WITH RINF. < '0" # '0" '0" # '0" 0'0" # LINTL RINF. SH. # L SLI NOT # H JM M. R SH. FLOOR LIN NOTS:. xtend jamb bars full height of wall when width of opening is more than '0".. Typical tension lap splice per schedule. S.0 HORIZ. WLL RINF. MSONRY WLL ONINGS N TILS /" = '0" # TO N OTTOM " WLL SOLI GROUT LN FOR RINFORING INFORMTION OWLS TO MTH VRTIL RINFORING L SLI R ROUGHN TO /" MLITU N LN LN N SHUL FOR FOOTING N RINFORING S.0 MSONRY WLL /" = '0" LN T.O. WLL LN / RH. 0'0" MX. '0" MX. '0" MIN. LN STRUTURL FILL R GOTHNIL RUIRMNTS S.0 0º HOOK /" LR. SINGL MT TO OF WLL OR SILL T. URS TO MTH VRT. WLL RINF. TYIL VRT. WLL RINF. LINTL RINF. TIL SHUL LINTL N TO OF WLL ST. 0º HOOK SINGL MT # VRT. JM N N OF WLL M0ibc OUL MT URS TO MTH HORIZ. WLL RINF., OUL MT TMSION M00ibc LVL S.0 00' 0" M0ibc ' 0" ± VRIFY WITH RH. T.O.W. L.= 0' 0" RH. ()# ()# ' " ± VRIFY WITH RH. S.0 t VRTIL RR L FOR MXIMUM d d NORML THIKNSS HORIZ. WLL RINF. NOT L SLI MSONRY WLL S.0 T.O. FOOTING LN d (oncrete Masonry Units) TUL THIKNSS (t) d (inches) t # # # # # " /". N N N " /".. N 0" /"... " /"... " /"... VRTIL RR IN NTR OF LL NOT:. Where two vertical reinforcing bars occur in a cell, bars shall be secured in place by a bar positioner at the top and bottom, and at intervals not exceeding 00 bar diameters. ROVI SSH LOKS T ONTROL JOINTS FILL WITH OLYSULFI SLNT H SI, S'S. 0º ST. HOOK " LN SINGL MT t d d oncrete Masonry Units NORML THIKNSS LN OUL MT TUL THIKNSS (t) " /" " /" 0" /" " /" " /" LN TIL FOR RR LMNT IN /" = '0" TYIL VRTIL JOINT FULL HIGHT RFORM RUR FILLR STO VRY OTHR HORIZ. R XT S NOT LOW NOTS:. ontractor shall obtain architect's approval of joint locations, which shall not exceed 0'0" oc.. Horizontal reinf. at floor lines, roof lines, lintel reinf. and every other horiz. bar (or bar set) shall be continuous through joint.. rovide vertical wall reinf. each side of joint, # bars min. LN TIL WLL ONTROL JOINT /" = '0" WLL N FTG. ()# VRT. WITH SIR SRS (VRTIL OSITIONRS) T " O VRTILLY IN SOLI GROUT IN WLL ORNR ILSTR " # TI STS T " O VRTILLY LTRNT ROSSTI ORINTTION VRTILLY " INWLL ORNR ILSTR /" = '0" T.O. WLL RH. M00 WLL N FTG. / OLT I. L/"x"x'" KNIF L/"x"x'" NTR IN WLL STIFF L /". SI NTR IN WLL S.0 / / /" NON SHRINK GROUT d (inches)..... R. / OLT I. NOT t t t SINGL URTIN HORIZONTL R d OUL URTIN HORIZONTL R d SINGL URTIN HORIZONTL R d d MMNT MINIMUM SHLL HORIZONTL RR NTR IN WLL d d M0 t HORIZONTL RR IN ONTT WITH VRTIL RR t HORIZONTL RR IN ONTT WITH VRTIL RR NOT NHOR OLT MNSONRY SHOWN, ONRT IS SIMILR MMNT SH. OLT I. NOTS:. Minimum bolt spacing shall be bolt diameters, minimum edge distance shall be bolt diameters.. " min. grout all all around bolts in masonry shell.. Grout cell for a minimum of " above and below the bolts. '0" ()#x'0" 0 WLL RINF. WITH ST. 0 G. HOOK T N L IN OURS ON M 0 NOT NHOR OLT MMNT /" = '0" / / ~ ~ " " '0" # " " " NOT MIN. M UNO /" " /" " /" " /" " WLL, LN M00 SOLI GROUT M OKT M, LN ROVI ()/" I. NLSON THR STUS, WL TO RING LT. INSTLL STUS IN NTR OF SHORT SLOTT HOLS IN M FLNG SHR T T R. M H SI OF W S.0 RING LT "x"x'0" WITH /" I. x " NHOR STUS " # x HIRINS RG L NTR IN WLL L/"x"x'" S.0 # MIN. VRT. NOTS:. Grout around anchor studs shall be placed a minimum of hours after grout pour immediately below. 0. For inwall corner pilaster centered below beam see S.0. 0XX electrode at 0 weldable rebar bar to plate typ. M RING LT RLLL TO WLL (RG LIN) /" = '0" J / ST00 SIS # VRT. TNSION L SLI RK SHLL T HORIZ. RINF., TNSION L SLI OUL MT ON N LOK, TNSION L SLI ORNR INTRSTION N LT. WYS NOTS:. Tension lap splice per schedule. ROVI OURS ON M WITH ()# x ONT. NOTH M W TO LLOW ()# HOR RINF. TO SS THRU STIFF. LT /". SI S.0 NOT / ON. WLL, LN WT TO M S.0 WLL INTRSTIONS /" = '0" LGR, LN N TIL # VRT. TNSION L SLI SINGL MT S.0 RK SHLL T HORIZ. RINF., ON N LOK, M00ibc ROVI /" I. NLSON THR STUS, WL TO RING LT. INSTLL STUS IN NTR OF SHORT SLOTT HOLS IN M FLNG M, LN O NOT WL M FLNG TO LT SOLI GROUT M OKT #x'0" NTR UNR M RING LT /x /x bf + WITH /"x" H STUS ON " GG. NTR NHORS IN WLL NOTS:. Grout around anchor studs shall be placed no more than hours after grout pour immediately below.. Use larger plates and welds as required by beam conn. schedule or by IS specification section J welds. M RING LT RNIULR TO WLL NO SL WT RG STRUT O S R'. T M N NGL / / W M LN GRVITY LIN OF WT 0XX LTRO T 0 WLL RR R TO L., J / / / / / / / L/"x"x S R'. NTR ON WLL ()#x'0" FORM WLL R 0 GR. 0, WITH ST. HOOK. L IN OURS ON M FOR W M N ONNTION INFO NOT SHOWN RG STRUT TIL /" = '0" S.0 KNIF L/"x"x'0" NTR IN WLL ST0 WLL N W M L/"x"x'0" / / ~ ~ " " THS RWINGS N SIFITIONS R TH RORTY OF TT SNYR KIMSY RHITTS N MY NOT RROU OR US FOR NY UROS WITHOUT TH RHITTS WRITTN ONSNT, THS OUMNTS R NOT FINL N RY FOR US, N THRFOR NOT VLI, UNLSS THY R SL, SIGN N T. 0 South Water Street, Suite 0 Henderson, NV 0 phone: fax: 0..0 opyright, Ltd 0 South Jones lvd., Suite 00 Las Vegas, Nevada h. (0) Fax (0) structural@lochsa.com L JO# L S R Y L UNLV VIVRIUM 0 SOUTH MRYLN RKWY LS VGS, NV Job No: 0 NV, LS VGS ION L ROFSS NG I X: NR JOHN R. ZILINSKI IVIL/ STRUTURL No. 0 0 // ST T OF NV WLL/HR STION /" = '0" # TI T " O LTRNT H F ()# ONT. TO N OTTOM XTN ST OOR ONING Y TNSION VLOMNT LNGTH TIL S.0 RV T SRITION 0/0/ NUM T.O. ONING (HR) RH. ONRT MSONRY UNIT TYIL TILS MSONRY HR TIL /" = '0" ate: 0//0 S.0

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