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Midwestern Engineers, Inc. Plan Preview

I w I � tj !· i mz !I �· �. ASTE ATERTREATMENTPLANTIMPROVEMENT ADMINISTRATION BUILDING EXTENSION FOR THE PATOKA LAKE REGIONAL WATER & SEWER DISTRICT DUBOIS, ORANGE AND CRAWFORD COUNTIES, INDIANA PROJECT LOCATED IN DUBOIS COUNTY BOARD OF TRUSTEES PATRICK SEGER, PRESIDENT SERICE STENFTENAGEL , VICE-PRESIDENT CHAD RIDDLE.TREASURER DANIEL CRECELIUS ,SECRETARY JACK HINKLE, MEMBER MARSHALL NOBLE, MEMBER JOHN NOBLITT, MEMBER GENERAL MANAGER STEVE DODD WASTE WATER SUPERINTENDENT JOSH WALKER TRANSMISSION AND DISTRIBUTION SUPERINTENDENT DANIEL HALL ATTORNEY MICHAEL K. PHILLIPS BOONVILLE, INDIANA JULY, 2025 PROJECT LOCATION ale II n o; Mariah Hill 25 ,k eRec po A,ea o 11 e 4.5 264 0 Ferdinand ' I ,( ' I---- LOCATION MAP NOTTO SCALE Brownstown;.c,:, � PURCHASE I F,ed ' o -D- e. .u_c N NOTTO SCALE BID SET �" <:'! a.I ��1--;:::==================================::;,=====================,-;::::======================;;;:=====:::::;;::::::::::;::=.=::==:==.:=�::::::=:==::===:::::::;:===::,;=======,I "'\ � s;: \,111111111111,,, COPYRIGHT © 2025 Midwestern Engineers, Inc. !j JI"' ;;s Quality Engineering Services Since 1959 � ,.._,,,,, \J,. Ktot:,,,,, � �1fi 2 M"d £ • J �" -i>'o"''··"''s"r'£"•<'(;<'"' PROJECT NUMBER " ·- '" 1 western. n01neers, nc. s",__,•• ··,.,ro 1 R,,;;·.. < ";, 1:1 "t § i:,� PLANS CERTIFIED BY:__,_,�'=-"'-,-'--'���----------=-7 /'cc1�/=20=2�5 � ' q, No •• � 2025005-01 � 'ii,�� ..A_ TREY M. KIDWELL DATE ff f PE\1100483 \ � � � � ��i�;a��:����;�g � 8 02Wes�,::��::::i�•,:;-�JBox295 RE�SIERED � EN ON �� EER No. PE � 21 STATE01 0O4f8IJNOIANA � • \ STATE OF j • � = Si: -, Ph, .317-334-0262 Ph: SU-295-2800 OUALITY CONlROL -:; � ...0••_ / � � � � 5 \X1ebsi1c: midwesterneng.com Pa,:: 812-295-2801 Email: mein�@midwesterneng.wn, RE\/lE\h'ER: /" 7/1 /202S "%, '1b_;;•,., fl\lD/A�\I,. ,/ � ,f � !:7 :: ISON K. PETERS DATE ❖✓--✓-,[ss·· 1•0..N"A·;··;�,e,, �,, ,,, $- FILE NUMBER - . ., Consultants - Civil - Mechanical - Electrical ,,,, '"�,\'' 1 l�_l oF 20 � � £ 111111111\ll\\\\\l 45048 i ��L.:::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=;;;;;;!.!;;::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=!.!:::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=;:.!::=:=:=:=:=:=;;;::.:::::=:=:=:=:=:;:;;;;;;;;;:;;::=:=:=:=:=:='..::::;;::=:=:=:=:=:!.I Do Not Use Plan Previews for Take Off

P.ATOKA RIVER ' / 12" 12'' ii , • . . '1" ¥",'-, ' • � ... ' ���'!-:��� f I - '===�,, '" FEOX IRSCTEI NMG A1I0N" 1/ 10" F™ � ,., EEXFFI SLTUIENNGT1 2F"OWRCWETPMAIN " ._ ' FEOX IRSCTEI NMGA1I2N" PROJECT LOCATION MAP PA ANTDOSKEAWLEARK ED IRSET GR II OC TN A( PL LWR WA TSEDR) WASTEWATER TREATMENT PLANT 3098 N. STATE ROAD 545 DUBOIS, IN 47527 -- EEQXIUSATLINIZGATION TANK l"';j' c-.- .. PROPOSED I EXISTl�,G .,. ADMINISTRATION A [ D MC OI NNl STTRROALT/J @ N EB XU TI LEDNI NS GI O N r I BUILDING EX!STTRINEA�TMENKTAGE PLANT No. 1 E X I STTRI NE AGTPMAEC�KTA G E PLANT No. 2 --■f � E U X LT IS R T A IN .V G IOLET DISINFECJION 1---· '\_EXISTING EL IFFFTLSUTEANTTI O N EX t G DRY EDS � ESXLIUS DT IGNEG D E W&APTUEMRPI N G BUILDING PROJECT OVERALL MAP f PROJECT LOCATION • SCA!..£: 1" • 1000'- 10·-- r FEOX IRSCTEI NMGA1I0N" GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT (800) 382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. DOWN TIME COORDINATION MUST BE MADE w/ THE SEWER UTILITY PRIOR TO TEMPORARILY SHUTTING DOWN/ CONNECTING TO EXISTING EQUIPMENT AND FACILITIES. COORDINATE w/ JOSH WALKER, WASTEWATER SUPERINTENDENT, AT (812) 678-5171, A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO TEMPORARILY SHUTTING DOWN ANY EQUIPMENT OR FACILITIES. 6. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 7. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY AT (317) 232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 8. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 9. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. UTILITIES ELECTRIC: TELECOMS: WATER: SEWER: DUBOIS REC 1400 ENERGY DRIVE JASPER, IN. 47547 (812) 482 - 5454 ATTN: GREG DILGER FRONTIER COMMUNICATIONS 505 NEWTON STREET JASPER, IN. 47547 PATOKA LAKE REGIONAL WATER & SEWER DISTRICT 2647 N. SR 545 PATOKA LAKE REGIONAL WATER & SEWER DISTRICT 3098 N. S.R. 545 (812) 634 - 0335 DUBOIS, IN 47527 DUBOIS, IN. 47527 ATTN: SCOTT SHIELDS (812) 678 - 5781 (812) 678 - 5171 ATTN: DANIEL HALL ATTN: JOSH WALKER EMAIL: DANIEL@PLRWS.NET EMAIL: JOSHW@PLRWS.NET LEGEND: SURVEY SAN IT ARY SEWER TELECOMUNICATIONS � SURVEY POINT/ BENCH MARK & SURVEY MONUMENT ..,.__ FORCE MAIN WARNING/ LOCATE POST ---m-.- TELEPHONE PEDESTAL � EXISTING AIR RELIEF VALVE ~rn~ FIBER OPTIC WARNING/ LOCATE POST 'v HIGH WATER MARK MUNICIPAL BOUNDARY ---- WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE l EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE Y◊H YARD HYDRANT ; EXISTING BLOW OFF AND VALVE !; PRESSURE REDUCING VALVE c:i EXISTING LEAK DETECTION DEVICE " WATER METER s• SPRINKLER HEAD " EXISTING GATE VALVE ® EXISTING BUTTERFLY VALVE 0 EXISTING CHECK VALVE "' EXISTING CURB STOP EXISTING WATER MAIN AND SIZE --W---W---W�\_,, SHEET INDEX 1 COVER SHEET 2 INFORMATION SHEET 3 SITE PLAN @0 LIFT STATION AND VALVE PIT _JJ CLEAN OUT " EXISTING SANITARY VALVE 8 SANITARY MANHOLE i§ SANITARY GRINDER PUMP SANITARY MAIN/ FORCE MAIN ELECTRICAL "1 ELECTRICAL PEDESTAL '" ELECTRICAL METER <?- lili LIGHT POLE - UTILITY POLE WITH GUY BURIED ELECTRIC OVERHEAD ELECTRIC 4 PROPOSED ADMIN. BUILDING ADDITION - FLOOR PLAN 5 PROPOSED ADMIN. BUILDING ADDITION - ELEVATIONS 6 PROPOSED ADMIN. BUILDING ADDITION - SECTIONS AND DETAILS 7 PROPOSED ADMIN. BUILDING ADDITION - ARCHITECTURAL SPECIFICATIONS 8 PROPOSED ADMIN. BUILDING ADDITION - FIRE AND LIFE SAFETY PLAN "" TELEVISION PEDESTAL BURIED TELEPHONE --T---T-- GAS � GAS WARNING/ LOCATE POST ii EXISTING GAS VALVE 'iY GAS METER GAS MAIN AND SERVICE LINE --CAS�-0'5--0'5 -- \_, .. STORM SEWER ® rnJ STORM STRUCTURES :,.'!:>'�-< CULVERT TYPE AND SIZE 8 STORM MANHOLE 9 PROPOSED ADMIN. BUILDING ADDITION - GENERAL STRUCTURAL SPECIFICATION AND NOTES 10 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL LOADING REQUIREMENTS 11 PROPOSED ADMIN. BUILDING ADDITION - TYPICAL STRUCTURAL DETAILS 12 PROPOSED ADMIN. BUILDING ADDITION - TYPICAL STRUCTURAL MASONRY DETAILS 13 PROPOSED ADMIN. BUILDING ADDITION - TYPICAL STRUCTURAL LUMBER DETAILS 14 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL FOUNDATION PLAN 15 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL ROOF FRAMING PLAN 16 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL BUILDING SECTIONS 17 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL FOUNDATION DETAILS 18 PROPOSED ADMIN. BUILDING ADDITION - STRUCTURAL ROOF DETAILS 19 PROPOSED ADMIN. BUILDING ADDITION - HVAC PLAN 20 PROPOSED ADMIN. BUILDING ADDITION - ELECTRICAL PLAN Know what's below . Call before you dig. MISCELLANEOUS " SIGN o SATELLITE DISH El RIGHT OF WAY MARKER a MAIL BOX o POST @ MANHOLE • REDUCER CAP TREE WOOD FENCE WIRE FENCE ELECTRIC FENCE CHAIN LINK FENCE [ooJ HOUSE H.r. I HOUSE TRAILER INFORMATION SHEET REVISIONS Blq SET C 2025 �b1�:::;ltt:;;�::· P.O. Box 2951 Loogoo1ee, l�iana 47553 ' ' OAlE JULY �025 DESIGN I T.M.K. DRAWN C.N.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2025005-01 i 2 OF 20 I Fllf NUMBER 45047 I Do Not Use Plan Previews for Take Off

1/ SAWCUT I CONSTRUCTION LIMITS EB XU . I LCDOI NN GT RSOHLI NI GA LDEMSI NAI NS DT RPAATRI OT NI A L SHEATHING TO BE REMOVED. I I I EXISTING/ __.- AD�CON IS T T R R O A ¼ T ,l I - O ,.. N . - , . ..­ __.,. --ti' -- BUILDING EAXB.ACNHDLOONREI ND E. CS OO NL UT TRIAOCNT LOI RN ES PHRA EL LV IROEUMSOL YV E W I T H I N BS UH IAL LDLI NCGA PF OA ON TY PARBI NA NT DAOS NREEDQ LUI \NREE DU .PCOONNCTURTATCI NT OG R PRIOR TO FURTHER ABANDONMENT. EOXT .H1ElR' PS V. CC OWNATTREARC LT IONRE ST HO ABLEL SR HE UMTO OV EF FWBI YT H I N BS UH IAL LDLI NCGA PF OA ON TY PARBI NA NT DAOS NREEDQ LUI NI REE DU PCOONNCTURTATCI NT OG R ,,. PRIOR TO FURTHER ABANDONMENT. 1\... �_j �Fi -:is' -rw -G( _'i: _vi_m_�-is-��.;;;--i��--------=-1/ EXISTING CL2 VENT TO BE DEMOLISHED. SEE SHEET 5 FOR MORE INFORMATION. ER XE .MSOI DV EE WD ASL EK E, SSTHAEI RE WT 4A YF OA RN DM HOARNEDI NR FA OI LRTMOABT EI O N / PS RI DOEPWOASLEKD SCEOEN DC ER TEAT I EL S ITNHFIOS RSMHAETEITOFNO. R MORE T/WALK: 541.96' T/WALK: 542.03' UI NSGT RF AONO FA NSDH EMAA T C H FAURTEUARBEYAOSWP HNAELRT P A R K I N G //1/ �"-'// ,,? / I I I I I EA XP .PARSOPXH. A5 L5 T0 TS OO . BFET .SOA FW CUT ANO REMOVED / � EXISTING 6" PVC ROOF DRAIN TO REMAIN PE AX CI SKTAI NG GE TPRL EA ANTTM�E N Y I / / / / / I / / / / SITE DEMOLITION PLAN DEMOLITION NOTES 1. FEINNGAILNGEERRADAEPPTROOMVAETDCBHAECXKISFITLILNG CONTOURING OF THE AREA WITH 2. REXEIMSOTIVNAGLAOSFPAHNAYLTMAANTDERCIOALNCRETE SHALL BE SAW CUT PRIOR TO 3 . DOARMI GAI GN AE LTCOOENXDI SI TTI IONNG OS RU RB RE OT TUENRD PI NRGI OS RS HT OA LDL EBMEORLEI TSI TOONR E D T O 4 . IDTE\ MS OT HL IES HCEODN TMRAATCETROI ARLSS .RTEHSEP OD NI SSPI OB ISLAI TLYOTFOADLILS DP OE MS EO LOI SF HAELDL RMEAGTEURLAIATLISONSSHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL 5 . CT HOEN TORWANCETRO RH ATSO RCI OG OH TRSD ITNOA TAEL LS DA LEVMAOGLEI SDHIET DE MMSA TWEI TRHI A TL HS .E O W N E R PS RT OI ORRE TDOOANNSYI TDEEAMSODL IITRIEOCNTWE DO RB YK , TSHAEL VOAWGNEEDRI T E M S S H A L L B E 6 ECLOENCTTRRAI CC AT OL RA NTDO I DN ISSTCROUNMNEENCTTA UL TCI LOI TN ITERSO. (LWWA !TREI NR G. S) EA WS SEORC, I A T E D UWNI TLHE SSSA IODTSHTERRUWCI TSUERNEOPTREIDO RO NT OT HBEE GD EI NMNOI NLGI T IAONNY PWL AONRSK. A S N E E D E D 7 . EE XA ICSHT IENNGDEOX NT EBROI OT HR LPIIVPEI NAGNTDOABBEA NADBOA NN DE DO NSEEDC TSIHOANLSL BBYE ESI ET HA LEERD A T SCEUAT L, ICNAGP AATNTDHBELSOTCRKU CATBUARNED OWNAELDL OL IRN ESSL AI NB DL OI SCT AUTRI BOENDAANRDE/AOSRT BOYB E PR LEAMCOEV. ETDH. I SA BSAHNADL OL NB EE DT HL IEN RE EI NS PUONNDSI SI BTI UL IRT BYEODFATRHEEA SC OMNATYR BAEC TL OE FR T I N UNLESS OTHERWISE NOTED ON THE DEMOLITION PLANS. CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION CP-1 1159719.50 3043245.92 539.39 ½"REBAR CP-3 1159765.09 3043398.86 538.84 ½"REBAR CP-5 1159755.70 3043207.75 542.41 ½"REBAR RH EA MN DORV AE I LESX IASNTDI N SGTCEOP SN .CSREEET ES HSETEOTO4P , FOR MORE INFORMATION rn "i:;XPA"tJ .1,: "' RU ENMD EORV EE XEIXSITSITNIGN GC O4 "NDC. RL EDTREA LI NA NP IDPI EN G C):.. /0"'. e - -,-,I -c;;�, --EXISTING EFFLUENT TROUGH TO REMAIN STAIRWAY DEMOLITION PLAN FOR HOUSEKEEPING PAD ������===���������===�=�����-;7-CONTRACTOR 1SHALL INCREASE THE HEIGHT P - tOEUXRPAABNLSEI OSNE AJ OL AI NNTT w t I+ T/C 539.94'f. ' •. 4..- •. 4_ ,,. • . SLOPE ' J . .•. • -¾":1'-0" MAX.� ;, 4'" T. POURED CONG. - -+-j 4 4 _4 . ..J . HOUSEKEEPING PAD .. 4 Ow /V4ExR4 4-" WC O4 xMWP 4A CWT. WE D. F . TA YGPGER · EoG· , ANToE. 5B3A S E , + TIC 539.94' . 7'-0" +TICONC. 539.44' PROPOSED PLAN HOUSEKEEPING PAD DETAIL NOT TO SCALE HOOF UTSHEEKBEREI PCIKN GL EPDAGDE SAUSC RH ETQHUAI TR±E D2 "AOL OF N G H IC S O O B U N E S C T E R W E K E T E E E E N P F C I O N O U G N N P C D A R A D E T I T A O E N N D T \ O S E X C E P X O A P N N O C S S R I E O E D T N E A J B AO O N IN D V T E NOT BRICK TO CONCRETE. CN OE CNETSRSAACRTYO RT OS±H A2 L"LA RB OE MV EO VHEO UB RS EI CKKE AE SP I N G PNAEDC EASNSDA IRNYS TSAULCLHNTEHWA TWTEHEEP EHXOI SL ET ISN AGSW A L L HS HO AULSLE DK ER EA PI NI NAGC RP AODS .SETXHPEA NP SRIOOPNOJSOEI ND T F HS OH O U A U L N S L D E B K A E E T IE B O P E N I T N W W G A E P L E A L N D A T . N HDE TEHXEI SPTRI NOGP O S E D i"EXPANSION JO!NT w/ POURABLE SEALANT I I I I I I i� - , - \ \ \.._ -539_ C>,;/>v ETXR!OSUTIGNHGTCO RNE�M:i\.!N; EFFLUENT ' PROPOSED SITE PLAN GENERAL GRADING NOTES: 1. 2 3 4. FT IOL LSSEHCOU UR LEDS BP EE CP ILFAI ECDE DC OI NMLPAAYCETRI OS NNSO. TE AT CO HE LXACYEEERD SEHI GOHUTL D( 8 )B IEN UC NH IEFSO IRNMLLOYOCSOEMTPHAI CCKT NE ED SBSY AMNEDASNHSOOUFL DS UBI ET ASBPLREI NEKQLUEI DP MWEI TNHT WO FA TT EHRE AT YS PREE Q U I R E D RA ES QCUOI RM EP DA CBTYI NT GH EE QM UA ITPEMREI ANLTS. ACLOLMFPI LOLSSI NHGO UT LHDE BF EI L LC. OUMNPDAECRT NE OD TCOI R TCHUEM SS PT EA CN ICF EI ESDSPHEORUCLEDNAT BOUFLTL HD EO ZMEARX IOMRU SMI MD IEL NA SR I TT YR AOCBKTEADI NVEEDHI INC LAECSC BO ER DUAS NE CD E WW II TT HH AA LSTT M& DWE1 TNZSI GI T YE NT GE SI NTE 0E 1R5I N5 7G( ,9 5I NPCE. RA CT E( 8N1T2 )O4F8 M0 -A9 8X6I M4 .UTMH IDSRCYODOERNDSI NI TAYT) I AONNDACNOO MCPOLSETT ES DH ABLYL AB QE UT AHUE FRI EE OS PTOHNI RSDI BPI LAI TRYT YO. FCTAHL LE LCOOGNATNR AF COTL OZ , RP. E . RS HE PORUEL SD ETNHTEE RD EBSYUSL UT SC HO FT ETSHTESI NS-HPOL AUCL DE BD EE NRSEI WT YO TREKSETDS AI NN DD I CR AE TT EE STTHEADT ATSH ER ESQP UE CI RI FEIDE DU NCTOI LM TP HA EC TSI POENCLI IFMI EI TDSLAI MRIET SN OA RT EORB ET AA ICNHEEDD, .T H E A R E A S MWAHNEANGPEEMREFNOTR TMOI NCGOGN RT RA DO ILN MG OOI PS ET UR RA ET I OO NF SS OD IUL RS I. NAGMPUEDR IMOADTS MOAFYWBEETPWL AECA ET DH ETRO, PP RR OO VV II DD EE AA DF EI RQMU AWTOERDKEI NWGA ST EU RR IFNAGC, ED AR NA IDN TA OG EP RA ON DT EGCRTOTUHNED W A T E R EAXFPTEORSETDHESUEBXGCRAAVDATEIOSONSILSARFEROCMOMSPOLFETTEEN.ING. IT IS ALSO RECOMMENDED THAT CONCRETE FOR FOOTINGS BE POURED AS SOON AS POSSIBLE BT YH ET HP EL AVNASR SI OHUOSWUTTHI LEI TLYOCCOAMT IPOANN OI EFS A, PL LR EK VNIOOWU SN CUOT INL SI TTI ER SU CL OT ICOANT PE LDAWN SI T AH NI ND TAHSE ELVI MI DI TESN COEF DC BOYN SOTBRSUECRTVIAOTNI OANC COOF RADB IONVGETGORI NO FUONRD MCAOTNI ODNI T PI ORNOSV BI DYE D THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 5. SA ML LOGORT AH DFEI TS AANT DB OC OU NN DT IANRUYO SUHS AGL RL AMDEEE. TBEUXTI ST TJIONIGN .T SC OS NH TA RL LA CB TE OPRR OS HV IADLELDA ADTJ UTSRTA AN NS IDT/IOORN ACLU AT REEXAI SSTBI NEGT WP AE VE NE MPERNOTP AOSS ENDE CAENSDSEAXRI YS TTI ON GA SPSAUV RE ME EAN T . 6 . OT HN ESCl TOEN. TA RL LA CV TEOR RI F ISCHAATLI OL NNSO (TL! OF YC AA TL ILOUNT. ISL II ZT EY ACNODM DP AE NP ITEHS) 7S2H HA OL LU BRES MB EA FDOE RBEY CTOH NE SATPRPURCOTPI OR NI A TI SE TUOT ISLTI TAYR TC, OTMOPVAENRI EI FSY. IWF HA EN NY EUXT CI LAI TVI AE ST I AN RG EI SP R E S E N T CAARNOUBNEDPORERSOEVNETRTEOXIINSSTTINRGUCUTTIALINTDIEOS,BTSHEERVCEODNUTRRAINCGTOCRONMSUTSRTUNCOTTIOIFNY. THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY 7. OTHREINCOTHNETRFAIECLTDOBRESFHOARLELWNOORT!KFYIS, ISNTWARRTITEIDNGO,RTHREESOUWMNEEDR. AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS 8. ALL SIDEWALKS AND PUBLIC WALKING SURFACES SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5 0% (1:20) 9 SCIODNETWRAALCKTTOOROTUOTEFNASLLU.RE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM 10. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO HAVE HARD SURFACE SHALL BE SEEDED UNLESS OTHERWISE SHOWN. 11 PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR. ANO CORRECT, IF ANY, "BIRD BATH"CONDITIONS. 12. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED 13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION_ 1 4 . FT OH RE CA LOLN FT IREAL CD TDOI MR ESNHSAI OL LN VS E. RI FI FAYN YA LDL I SDCI MREENPSAINOCNI SE SI NATRHEEF FOI UE LNDD PI NR ITOHRE TS OE SP LT AA NR ST I FN RGOCMO TNHS ET RAUCCT TUI AOLN F. ITEHLED CCOONNTDRI TAI COTNOSR, TSHHEA CL LO BNET RRAECSTPOORN SS IHBAL LEL NOTIFY THE ENGINEER IMMEDIATELY. Jf II # I \ \ '/) \ I I 1 SAACWC ECSUST REOXAISDTING RS UE QR FUAI RCEEDA S >-----DOWNSPOUT _______JW"!J.I: ID):1 T1:HIIP"IE�R:'_F'P"LAA_N"_ , ---_ Jj== i PVC OFFSET ADAPTER 3"x4" f-- DOWNSPOUT BY 4"SCH 40 HUB ASUCRCFEASCSEROAD TS RU EB AG TRMA ED NE T SLOPE 1.5% " • R S 4" I E D TIN E H W F IC O A K R L C C K E OW M N IT E C H N R T E F T I O B E V E E R R T A 4' Y G " C P G E O R M ' E O P G ", A A NC T o T E . E 5 B D 3 A SE, c---- 4"x 6" SCH 40 PVC COUPLING I 1--- 6"SCH 40 PVC PIPE l: >-. j CURB AND SIDEWALK DETAIL NOT TO SCALE 6'-0" 1 • MAX. • I . . .. ...,. EEVXEPRANYS3I0O'-N0"JOINT PITCH¼" TO 1'-0" TO DRA!N A4 "GCGO. MN oP.A5C3T E D PLAN VIEW � .. CUT JOINTS 44x"4T.-PWOU4xRWED4 WCO.WN.GF.. w/ C6 "OGMRPAAVCETLE OD RB CA SI NED OE NR S , CLAY OR DAMP SOIL ONLY TYPICAL SIDEWALK DETAIL NOT TO SCALE SITE PLAN REVISIO S : . :: BIO SET C 202s 8M0i2d wWees.ts et rBn r Eo andgwi n"eye rSs t.r eI nect . PO. 13<.>x 295 Loogootee, Indi,m:, 47553 DATE JULY 2025 DESIGN T.M.K. DRAWN ili\NIHC. Q.C. CH�CK E.K.P. PROJECT NUMBER 2025005-01 3 3 OF 20 I FlLE NUMBER I 45046 Do Not Use Plan Previews for Take Off

DEMOLITION KEY NOTES 0 0 0 0 0 0 0 0 R SANE A M W O O A C V S E U S T OE XC & I I S A T T R I E E N D M G O A V C P E O P NU E C R X R T IS E E T T N I E N A N G S C TE C O S O O N P I C N , R HE T A H TE N E DIR S R I A D E I E L N W S T , A I R L S E K T T . E Y P. S, PLR I REMMEI TPOSAV RESEHA OTL WHL EN E XEOI XSNPT OI NT SHGEEDB DREWI XCGI KS' sT . VI NETGNHEOCERMROUU&GSHUI NLBYSSUTCLRL. AETWAE NI T H &I N T H E NS UEWR F AFCUER ROI NFG ALCLHASNUNREFLA CAEN DI RGRYEPGSUUL AMR I TBI EOSA R DTO. R E C E I V E RAA DNE MJD AOCRVEEENPTEA XI RMI SATFTI LENORG OI ARLD SOA, OT RE , LT EHFVRRAEAT SMI OHENO, , L ADFNI NDL I OS TCHHA, RT I AEONSNDH OT SLOLD O. MPPAETA. CT CH H EFINNSAULREFLOSOURRIFNAGC.E IS LEVEL, FLUSH, AND READY TO RECEIVE RCC EMM MUU O VITNEOT OEMXAEI TSXCTI SHI NT GI NA DGWJ IANWCDHEOENWRT E AWNPA OOL LS ISNCI BFOI LLNELS. TOI RNPUSECTNAT I ILNOLGN . A WT I MOT HI ONTI MHN UE WNM E W OF (4)-12"L #3 HORZ./VERT BARS TOTAL PER OPENING. MO NO R TEAARC HJ OSIINDTES TTOO OMLAETDC HT OA DMJAATCCEHN T E XWI SA LT ILNSG. A N D F I N I S H E D LCS OPO CAN ACT TREI OA CWN TISTOHRF OMTREO CDHCUAUCNTTI CSAANLT DO C COT ORN OAT VRREADLCI NT IAONTRTE.O E PX RA OC PT ORS OE UD G AH T TI INC PCC EOO NON ERT TRDRAI NACTATETOERC. RE IOL UI NGGH AI NN D L OI NCSAUT LI OA NT I SO NF OWRI T HD UMC ET SC H TAON I C A L PRB EER MRD FOOIVNRE MI TE SXR I ESEMT NI ONT VGI RA ELCT OYI NN DCAOR WECTNOE NT CTORE OI LBLI ANL REGED, AWMTOAT OI NCDN EI NFR RS UAT MOL . I , NAG&V . O I GD Y P . SC UO RMRPORUONMDI SI NI NGG WTAHLEL SS TARNUDC TAUDRJAALC EI NN TT E GE LREI TMYE NOTFS . E X I S T I N G - . - , GENERAL DEMOLITION NOTES ' .CCOONNDTRITAIOCNTOSR, DSIHMAELNLS I OVENRSI,FYANADLL UET IXLIISTITEI NSG IN T H E 1 FIELD PRIOR TO START OF DEMOLITION. ANY DCA TIOSTNCE TRNRETAPI OCANTNOCROI EF SS HT SHA HLE LA LE LMN AGBI I NNETEAEBI NRR O TI UMHGMEHE TDS I TATRTOUE LCTYTH.UER A L INTEGRITY OF ADJACENT STRUCTURES AND PROTECT 2 MSA GHO AAV ILENLMS ETBNEST . EPTTRTELOMEV PMI DOEERNDAT R, AYSC OSNLHLEOAERPDISENEDG, . OA NR D U BN RI NA TCEI NN GD E D DC EOBNRT RI SA CI NT O RA C SC HO ARLDLA NCCOEN TWRI OT HL LDOUCSAT L, NOORIDSIEN, A NA CN EDS 3 RAENMDO VPERDOJDECA ITL YREAQNUDIRDEIMSEPNOTSSE.D DOEFB RIINS ASCHCAOLLR DBAEN C E ,. -- LEGEND 5 CE XOINS TT RI NAGC T COOR N CS RH EA TL EL FWI AELLLD TVI EE -R IIFNY / F1IN.ISHFLNOOOTRESC· OATING: 6 HI FA N L " S IS G x O T H 6 O M A " R L A S I L N M N O U O GL A F I C L D A S K L S C Y - T S P U UP T R P RO E O E M L D D Y T U O A A C S B S P T O Y S A W F R S O N A T H L E I S C E L R O R RC W W F EO S O I C N A : R O T MWI NAMI GPL ELPNI RFADL M O E O V S D O A L R C B I ON Y O M G F P M A S C A N Y NO S Y L U T . O F E R A P M C R T & O S U V H R I T D A E E L E R X L . T A U B R E E. a. BASE COAT: b. TOP COAT: c. COLOR: BTT OIRNOT RAE DED JCEAACSCTTCI OEDNL EE. CR OA R 4A T8I 5V 0E P6 7O 5L Y0 A/S6P7A5R5T I CV I NAYTL 1F5L0A K SE FS/ G A L ; 1CA 5LL 0UE AMRS. F O/H XGI GI ADHLE GW#LI 2TOH0S S SM LEA I CSP HC- E)R, LEEMSRI I SAX TE A4DN8 T5W 0I AT DHPDOI TTLOI YVPAECS OP( WAA TRH TI TAI CET A T RBMEAF SCR EO' sMCMSOTEAANTNDDE&ADR FDDL. OA SK AE G EA S. S E L E C T E D B Y O W N E R F R O M 2. 3. R R E P P E E A S SO IN U I X L T I F Y E I L N N O C G T R O : VWCEAOLBVLEA SBERAESSZEY: S( 4T E" MT ASLI LM)I L WA RI T HT OT OSPH ECROWAI TN SWAI ML LEI A MA SS F L O O R . S A A RL P H E L P C E L RO P I W MC A I A M I N N T E - I T O N W ND P I A L R T L P O I I RO A D M O N U C S S C E T D O F S OU R RR S E EH S Q E A N U LL S V A I H L R B A O E L U N L NM P L B E R E N E S E T S M A D IU L O N M N O C E TO Q E N D I U N D A I L O T A I I T T OC H Y NC ES O L R RI W N A D I E N S A S D E N C A ( S E S U U N Rw S O F / U ) A P . C M P E A L NI P E U D R F E A P B C A Y T RUARTEI OR N' S. SWRR UE E HI M R I N C F O S H A V T C E A A E L R-L H E AA OP R I R PN D L W I R P E A E R D L M A E C O , P E V R H E O A A TR N P E D O RC W O T A I N T O R E O N E C T T P I A S O R C C N I C HO E E R F S D R S U T O O O L M R E I D S E A S U L F , R L O F L R A I I T G C E HP E M T A S P IN. FRTI EXI NPT GUA RR PAE RTS I I, OO NRA .N DTAOF ; ST EI OMRRI L APPRA RI NOI TTVEI NI MDGES, PMRETOAVLIDSE TTOHEBEFOSLHLOOPWINPGRIMPEADINT& SPYASITNETMESD FINORFIESLUDB:STRATES AS INDICATED: TPORPI M EC: O A1T : C T2, CPTRSO, PI NRDOU SI TNRDIUA LS T RPIRAOL -DCTRMY L A CA RC YRLYILCI,C GPLROI SMSE R( D(FDTF T4 .30. 0M IML )I L ) INTERIOR GYPSUM: - ROOM NAME CONFERENCE U O O T F FI F F L I I I C C TY E E PRIME COAT: 1 CT, PROMAR 200 ZERO voe, INTERIOR LATEX, (DFT 1.0 MIL) TOP COAT: 2 CTS, PROMAR 200 ZERO voe, INTERIOR LATEX, EGG-SHELL (OFT 1.7 MIL) 1 6" ITPNORTPIEMRECI OORA1 T :CCMT2,U :CC TO, N PF LREOXM ABRL O2C0K0 FZI LELREOR ( D F T 8 . 0 M I L ) voe, INTERIOR LATEX, EGG-SHELL (OFT N ' N ///////////////////////////////_--+ 9'-10" I I I I N ' "' I N 1.7 MIL) -�--- -- ROOM No. FLOOR MATERIAL " z "'i [L w [L LJ w ::, w 0: LJ 0 z () u 0 0: f- z () w 0 _, V, z _, () >- " 0 z 0 "' () > w LJ I z 0 " <fl [L w ::, => 0: <fl 0: ::, 0: - ::, <( X 0 () () w () () RM 1 01 X 102 X 103 X 104 X - - O P1EN0No1I N G 1 10 0 3 2 1 1 0 0 4 5 B A - ROOM FINISH SCHEDULE FINISH I f- "' 0 z :;,, 0 � 0 ::, 0 <fl 0 0: () m _, I w ff- c;: 0: 0 0 I 0 0 0 "' :;,, 0: _, :J f- "- V, X X X X DWOI NODDR1O W/ D D 3 3 D2 --W W B A BASE WALLS CEILING MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH _, >- w z > > 0 f- () z<( >- :J X 0 <fl [L w w 0: X X X FARLAUMME. FFl1//HH..MM.. F1 /H.M. -- AALLUUMM.. -2 1 I w w I w I 0: f- f- _, f- 0: 0 0 => " 0 => 0 f- 0 f0 X X ::, ::, w <fl w ::, w 0 <fl f- => LJ <fl f- 0: V, I m "' "' I I o_ 0: I I "' w z z f- w () . () w z ::, <fl z ::, V, V, <( 'c ::, V, V, � - - ::, [L I :J "' - - - <( z - - 0: z f- 0: z z 0 0: "' z z ::, >- w [L 0 [L 0:: "'i [L 0:: 0:: w� () w _, [L 0:: 0:: 0 () "' z z w <( () it: >- I [L ,:0 >- >- >- 0 "' :J z >- >- >- 0: 0 0 V, I 0: 0: 0: z z <( 0: 0: 0: w w f- w [L 0: 0 0 f- f- 0 w 0 0 0 [L " _, f- w 0 0 0 0 f- f- _, [L ::, f-f-f- <( f- f- f- () 0 () () z z _, 0 - () () () <fl V, LJ () z z () () :i "' "' <( 0: ::, 0: ::, > "' 0 > _, � <( � � � X � <( [L "- "- [L [L c;: "- <fl [L V, w ::, [L [L z "- "- X X X X X X X X X X X X X X X X X X X X X X DOOR/ WINDOW SCHEDULE HDHETA1LD H H 2 2 H4 --H H 3 3 JDAJTMlLB J2 J2 J4 J4 J J 3 3 --- - S D S I T L 1 L L HARDWARE SET H1 -- H2 -- H2 -- H3 -- -- S2 -- S2 -- GENERAL KEY # REMARKS K1 MATCH EXG. FRAME COLOR -- -- -- -- PATCH FLOOR AT THRESHOLD -- ( FPIAETLCDH VFELROI FOYR RA. OT . TFHORRE SDHOOOL DR ) -- & HEAD/JAMBS SMOOTH -- MATCH EXISTING COLOR -- MATCH EXISTING COLOR - - NOTES DCOOONRTRSACSTHOARL LS HB EA L LPAFINUTRENDISHI N &FIEILNDS TAAFLTLERA FCIORME PELEXTTEINGINUSISTHALELRATIINONT. HE CCOONNTFRERACETNOCRE SRHOAOLML NFUERARNISTHHEANEDXITI.NSTALL WORKSTATION TABLE AND OVERHEAD WITH ENVIRONMENTAL REGULATIONS. �TO DEMOLITION PLAN l 2'-4" l 5'-2" l 2' - 4" l CABINETS/SHELVING COMPLETE WITH PULL HANDLES AND LOCKS AS SHOWN ON 3 THIS SHEET. FINAL DIMENSIONS, CONFIGURATION, FINISHES, AND HARDWARE UPON COMPLETION OF DEMOLITION, ALL DISTURBED 4 SAV RAO FEI DEA S, S SSSTHHAABALLLLLE BBCEEO NFCDI LLI LTE IEAODNN, E. DCOOAPVNEEONR I ENRDGE, SS, OT ORP RI TESSDE, C ATUONR DE AD BE REMOVED SCALE: 3/16" - 1'-0" 24" ' r o 1 N ;.,,* ITEMS SHOWN TO BE REMOVED ARE FOR GENERAL ' 5 REFERENCE ONLY. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT DEMOLITION SCOPE WITH I N DRAWINGS, SPECIFICATIONS, AND FIELD CONDITIONS. 31'-4" 0/0 CMU ½ ' "SIDE VIEW 1 T 1 Y 8 P " . 2 · -7" '\ '\ 2'-7" FRONT VIE w ' r o ' N I N 2WA "LI TUHFMI X. LEOFDRW A-PMEREE GF WILNAI NI SSDSHOEWD PDS RHR IAAOWLRLI N GTBOSE FFAAOSBRRDI IRCREAETVCIIOET EWND. A BN YD OCWONOERRD.I NCAOT EN T FRIANCATLO RD ESSHI GANL L WSI TUHB MOIWT NSEHRO/PE N G I N E E R 3'-o" SP P ( O S E T E R ELEVATIONS SITE PLAN 4'-8" 2'-0" 2'-0" 2'-0" 6'-0" 4'-8" 10'-o" WORKSTATION CABINET ELEVATIONS 3'-0" 3'-Q" f 1 4" 2" 2" !, 1,1, 1 11 E SHEET 3)\ I• , ·� ' '<t . ,. , , . . , • ' ' V " ·.IVx' .... ' • . . . . ' . • • • ' ' , , . ,. ' ,< ,('. & & I '< ,./ F , 1"'. n L_ � ::, ::, () 0 ' 0 I .,. N ' 0 I N 0 N ' 0 I N I "' 0 I , N 0 I N ' 0 I N 0 I n ;£ � ', >< ',, X L_ ;( , r J, E.J. X: )' �, L_. '>( ,, X J� ' 6 � 14'-0" OFFICE � 0lill] ,. W1 �, 6 ) --@ T .... ' ,./ ' ' A \,. .J 6 ' � OFFICE li@ � .... / ' ,. B \,. ' 6 w w y'>(y 'x \(' , , 4'-8" 2'-0" 2'-0" 2'-0" I"" •. ' ... ' , - ' ' t ' • ' ,/'-. Ci I . -- ' Ci I , -- 'X ' , • ,' ' ! ! ' ' • • ' ' , , ' ·: . ' , .. • . ' . ', . . •' ' . ' ' � .. ' ,· , -·✓- •, . t , ' . , ' ,, ' ! '. ' , I ,,, ' . 'I. .l ., ' - I, . I I . , . , 1· , ' ' , . ' , ,, ,' '"' •· . I .. ' ' , . . , V'VV'-'� ..."),I-' @i) • V °" '')"':1{'\.. ,. }('; V} /Y' '... / ' Wl .... A \,. ' 6 ,, L__ ,. C .. ' f, 6 ...,,. i'< 7 j'C, ' / 16'-1j" � W2 I� � �-- )' ..... � @) CONFERENCE RM ' [j__QjJ � - ', cc OS ENE SDHEETEATI L " 6" H" 4F" O R @ GABLE END DETAILS ,,, ,=.- --� � @) L__ � '/Yx,)( , ' /� \..v 9'-10" WWIOTRHKSOTVAHTDIONCATBAINBELETS/SHELVING >-. x'XX x"x'- , , , , 15'-4" 'Y""'x x'xxX LE) 31'-4" ! ·� .. N X, , " - ..... ,./ B ' @ ' 6 ' , w 1 L . ' )(XY. ' 2'-0" I L .J SCALE: 3/8" - 1'-0" MATCH EXG. ELEV. g. �X>I KXXX �� �� W3 "(PIRNREITMFE EERRI O.NRET WOC MCF UIMN"UI S' TsHO PN OCTOE AS T ) ;;,,_,"-/'/' . � II UTILITY 00 Ii@ �� = ..... INSTALL 24"x24"x4" CONCRETE ,./ D \.. HPROOUPSOEKSEEEDPIANIGR HPAADNDFLOERR UNIT 88 � RwO E/. CI (N. 4EF). .-W .6P "A&LD #Pw3I /N #D3TOOWBEEALRXSISS T@@I N GE1A6SC"LHA B / ' CORNER OF HORZ. BARS ,. E ' 6� � ON PROPOSED FLOOR PLAN SCALE: 1/4" - 1'-0" I I � � I ) � � 0I ' 0 I "' l 2'-0" l ' 1 I n l 2'-0" ' I 1 FIN. FLR FIN. FLR l 1 0 I " 6NT E"AxMR3RP0O. " WG L LA I ST SE ' ---t-SOLID VENEER S IN T T A E INR E IO D R W D O O O O D R I " ---t-PRIME &STLPADINOTOR I " 2 A " LU P M R . E F F R IN A . ME D FS A U L O ID U L O E L M R L . I T G w E E L / ANSTRS Y WINDOW TYPE D3 DOOR TYPE D2 DOOR TYPE DOOR TYPE SCALE: 3/8" - 1'-0" SCALE, 3/8" - 1'-0" 0 t- --,,. - --- --- ·• DOOR f.iARDWARE SCHEDULE - HARDWARE SET No. 1 3 DOOR HINGE ANSI A156.1 1 PUSH/PULL WITH DEADBOLT ANSI A156.2 1 DOOR BOTTOM SHOE w/ RAIN DRIP ANSI Al 56.22 1 OFFSET ADA THRESHOLD ANSI A156.21 1 PERIMETER SELF-ADHESIVE SEAL ANSI Al 56.22 1 DOOR CLOSER ANSI A156.4 HARDWARE SET No. 2 3 DOOR HINGE ANSI Al 56.1 1 OFFICE CYLINDRICAL LEVER LOCK ANSI A156.2 1 DOOR FLOOR STOP ANSI A156.22 HARDWARE SET No. 3 3 DOOR HINGE ANSI A156.1 1 PASSAGE CYLINDRICAL LEVER ANSI A156.2 N( COOTNE :T AMC AT :T CJHO SOHW NWEARL'KSE RE XPI SHT: I N8G1 2K.E6Y7 8S. 5Y1S7T1E )M F O R E N T R Y D O O R . -- WALL CONSTRUCTION TYPE . UUSS1302DB//663103 M M I I L L L L A A L L U U M M I I N N U U M M B 6 LA 8 C 9 K UUSS2165D//661592 US26D/652 UUSS2165D//661592 - 4" BRICK VENEER TO MATCH EXISTING, 2" AIR SPACE, 2" RIGID INSULATION Wl BRO, & PAINTED 8" CMU WALL. I(NSTEEER I SOTRR USCT TEUE RL A LS T UD DWSG ' sw /F OFRI N IRSEHI NE DF . && PGARI NOTUETD SGPYAPCSI NUGM) B R O O N E A . S I D E . WW23 (EIXNISSTTAINLGL RC-MU19WIANLSLULwA/TIONNEWBAFTUTSRRIINNGWCALHLANCNAEVLITSY)& PAINTED GYPSUM BRO. SCALE: 3/8" - 1'-0" SCALE: 3/8" - 1'-0" IP(NKRT. I DEMR. EI OO &RR HPS .LAMII PN. T FF RR AA MM EE ) MFGR / MODEL No. IVES/ 5BB-1-HW-4.5x4.5-NRP HAGER 159V 1" ROUND/ 2" HEAD FOR ADAMS RITE 4900HD, 4036, & 4066 SLIP FRAME PPEEMMKKOO // 2115O8AAV PEMKO / S88BL ' LCN / 4030 SERIES 2" 3'-Q" 0 I IVES/ 5BB-1-HW-4.5x4.5-NRP SCHLAGE / ALX50P6-RHO IVES / FS444 (FOR CONCRETE) IVES/ 5BB-1-HW-4.5x4.5-NRP SCHLAGE / ALX10-RHO F1 FRAME TYPE SCALE: 3/8" - 1'-0" ENERGY CODE COMPLIANCE P9 E0 R. 1 -22001007 I NT DA BI ALNEA 5C. 5O-N 4S ,E RBVUA ITLI DO INN GESN ELROGCYA T ECDO DIEN BCALSI ME DA T EO NZ OANSEHSR A4EA " RSWHOA AOL LLFSL -MA BEROE-TV 3ET8H;GERSAEMDMIENI HI M-E UA TMRE-D"9R.R"5-V1CA9.LI .U; ESSE MOI RH E "AUT E" DV ANL.URE. S A S I N D I C A T E D B E L O W : FSWLWAOLI NOL GSR I SNBGE- LDONOW.ORR.G; SR SA-ED ME UI H--E 0A .NT7E. 0RD . N . R . C.I. - CONTINUOUS INSULATION; N.R. - NO REQUIREMENT PROPOSED ADMIN. BLDG ADDITION - FLOOR PLAN � -B N� if: .e . C! REVISIONS 81[]) SET C "02s Mi,;lwester(l Engineers. Inc. 802 W,,�! Uroa,;lw3v Street P.O. Do.x 2?5 LoogOOlt'c'. lndia,i:,4755.l DATE JULY 2025 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK E.K.P. PROJECT NUMBER 2025�05-01 ' 4 4 OF FILE NUMBER 45045 20 Do Not Use Plan Previews for Take Off

� 0 z 0 ww �' � 0 z 0 0 z < w 0 z " > � i : , °""� Q � ---;; s ollP �, � '{G9 = �� " t.j§� !-<--� <2w � Q•a ol Ow-"�" "' ::f 8 ��I 00 -< �or < CN 0 .. == a o <o DEMOLITION KEY NOTES 0 0 0 0 0 0 REMOVE EXISTING BRICK VENEER, METAL PANELING AT GABLE-END WALL, GABLE VENT, AND ROOF OVERHANG AS RVEERQIUFIIREEDDINFOFRIELNDE.W ADDITION. EXTENTS OF DEMOLITION TO BE COORDINATED WTH ARCHITECTURAL DWG's ANO REMOVE EXISTING CONCRETE STOOP, HANDRAILS, STEPS, ANO ASSOCIATED APPURTENANCES IN THEIR ENTIRETY. REMOVE EXISTING ASPHALT AS NEEDED TO ALLOW FOR FOOTING EXCAVATION AND REQUIRED CLEARANCES. COORDINATE EXTENTS WITH STRUCTURAL AND CIVIL DWG's. RREEPMLOAVCEE EWXIITSHTINNGEWROTOOF MSAHTICNHGLEESX,ISTUINNGDERCLOANYDMITEINOTN,S.DRIP EDGE, AND ALL ASSOCIATED FLASHING AND REXEIMSOTIVNEG ERXOISOTFINGSHEEXATHHAIUNSGT. FAN. INFILL ROOF OPENING FROM EXHAUST FAN TO MATCH CT OO NTTRRAAVCETLO RI N TT OO PC UR TO PAONSDE DC OAOT TRI CD I NSAPT AEC EE XWA CI TTH RMOEUCGHHA NI NI C ALL O CCAOTNI OT RNASC TFOORR. D U C T S 0OWNER TO CAP ANO REMOVE EXISTING EXTERIOR HOSE BIBB. 0OWNER TO RELOCATE EXISTING CAMERA. ,,,..__,, I I . •I LEGEND � TO • · I I BE REMOVED llifil; ITTHE EM SC OSNHTORWANC T OT OR BSEHADLLE MVOELRI SI FHYE DT HOEN E TXHT EI SN TI MOAFG ED EA MR EO LFI TOI ORN RWE FOERRKE NWCI TEH O N L Y . CONSTRUCTION DOCUMENTS AND EXISTING FIELD CONDITIONS. EXISTING WEST ELEVATION SCALE, N.T.S. G 6 4 KEY NOTE PREFINISHED MTL RAKE TRIM � T/CMU WALL ELEV. - 550.06. PREFINISHED MTL FASCIA ---- ' I I I PREFINISHED _.,____. GUTTER & DOWNSPOUT BRICK VENEER ------­ � T/FIN. FLR ELEV. - 542.06• � T/FTG ELEV. - 540.06. T FTG ELEV. -538.06. DOWNSPOUT TO UNDERGROUND PIPING (SEE SHEET 3 FOR DETAIL) I ROWLOCK BRICK OUTLET TO GRADE WINDOW SILL . -L --- -- - -(1YP. AT EA. WINDOW)----7 L-----------------7 I !=:,_...;;::::::::--I[������ I L ____________ i7 L ________________ � WEST ELEVATION SCALE, 1;4•• - r-o·· I I I I I e-----j:'.] f---- rL ___ _J7 I I L__l ____j EXISTING ROOF TO REMAIN 0 □ □ EXISTING CONSTRUCTION----.;�---NEW CONSTRUCTION 4 SEE DEMOLITION KEY NOTE THIS SHEET □ □ □ □ NEW GUTTER THIS SIDE ONLY I NEW DOWNSPOUT HERE I TO HIDE E.J. I (D.S. NOT SHOWN) RIDGE VENT RIDGE VENT ASPHALT SHINGLES PREFINISHED MTL RAKE TRIM T/CMU WALL � ELEV. - S50.06. PREFINISHED MTL FASCIA -�- PREFINISHED GUTTER & DOWNSPOUT ---BRICK VENEER T/FIN. FLR � ELEV. -542.06. I 1 ---------------------------------------- L7-- E � L �EV �.--�5-¼~-� � o ;7� � ,------------------------ -----------------� ------------------------------------� I RWOI NWDLOOWC KS IBL LR I C K I ------------------------------------ I DOWNSPOUT TO I �.AfEAWIN� ASPHALT SHINGLES --­ PREFINISHED --­ MTL RAKE TRIM � T/CMU WALL ELEV. -550.06. PREFINISHED MTL FASCIA P RGEUF ITNTIESRH E&D - � - ­ DOWNSPOUT BRICK VENEER ---­ � T/FIN. FLR ELEV. - 542.06. OUTLET TO ---.__ GRADE '����(���G�- - 5�3�8�.06� �.-,�-------- L _________ . (1YP. ROWLOCK BRICK WINDOW SILL AT EA. WINDOW) RIDGE VENT I UNDERGROUND PIPING (SEjE SHEET 3 FOR DETAIL) I I I I I I I I I I I I I I I I I r_i_ ___________ ..L7 I I L _____________ _J RIDGE VENT -------; NORTH ELEVATION SCALE, 1/4•• - 1•-0•• 5 SEE DEMOLITION KEY NOTE THIS SHEET --------------------,-----------7 I --------------------�-----------� I I I : ✓------_J7 L r ________ J I r ------- SOUTH ELEVATION 1 I L------------,-----------,-� SCALE, 1/4•• - 1·-0•• I I I I I I r_L___________ J:"7 EXISTING ROOF TO REMAIN KEY NOTE 0 0 -- DOWNSPOUT TO UNDERGROUND PIPING (SEE SHEET 3 FOR DETAIL) I ,------------------------------ L______________J PROPOSED ADMIN BLDG ADDITION - ELEVATIONS REVISIONS BIQ SET . (0 2025 Midwe.stem Engin.,.,r,;. Inc 802 Wes! s, 1,dw,,v Street P.O. Box '.!95 UlO�ool(:e. lndi:,na 47553 DAIT JULY 2025 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK E.K.P. PROJECT NUMBER 2025005-01 5 5 OF 20 I FlLE NUMBER I 45044 Do Not Use Plan Previews for Take Off

WIATSHPHUANLOTE SHINGLES RL.AYMENT------, ROOF SHEATHING PER STRUCTURAL DWG's----� �----2x4 FRAMING @ 16" 0.C. WITH TREATED 2x8 BTM PLATE OVER BRICK VENEER (ALLOW j" GAP BETWEEN BRICK & PLATE) -----2x6 ROOF FRAMING PER STRUCTURAL DWG's PREFINISHED MTL EDGE TRIM--�l(fj' =,z!,,""i'""'F"'f'f:?'12==�'=="'\'"f,R'f" ---PREFINISHED MTL EDGE TRIM �-ASPHALT SHINGLES WITH UNDERLAYMENT RIDGE VENT W IAT SHP HUANLDTE RSLHAIYNMGEL E S NT ROOF SHEATHING PER STRUCTURAL DWG's PRE-ENGINEERED WOOD TRUSSES @ 24" o.c.---1 DROP TOP-CHORD TRUISSI --" MTL FASCIA OVER 2x6 FLY-RAFTER !" GYP. BRD WITH DRYWALL RETURN-- 8" SOLID SOFFIT WITH MTL J-TRIM-� _,,_ __,, METAL CLADDING SYSTEM--- ---11 SHEET WRB OVER WALL SHEATHING---- --lli FLEXIBLE FLASHING OVER WRB PREFINISHED MTL L-TRIM WITH HEMMED EDGE (RUN BTM OF TRIM 1" PAST T/BRICK) CORRUGATED MTL BRICK TIE @ 32" O.C. HORZ. CONTINUOUS TREATED 2x4-�� CAVITY WALL CONSTRUCTION SAME AS WALL SECTION "A"------ PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. +--------?"'----,--2x6 FRAMED GABLE WALL PER STRUCTURAL DWG's WITH UNFACED FIBERGLASS BATT INSUL. (R-38 MIN.) l/t--f--�;r'--;r'--rtt-2x4 NAILER (PERMANENT BRACING) -1-4--2x4 CEILING FRAMING PER STRUCTURAL DWG's 1:2"s:l�___,!._-k=l=j---KRF I BAEFRTG-LFAASCSE DB A&T T UI NNSF UA CL .E D(R-38) T/CMU WALL J, ELEV. = 550.06' 'I' !" GYPSUM BRD c____ SAT. (MIN. 7'-6" A.F.F.) F GABLE ENDWALL SECTION SCALE, 1" = 1'-0" ASPHALT SHINGLES WITH UNDERLAYMENT----------------� II 11 2 x 68 ' -O0V "H GL OENXGT E SNYSPI O#N1 , ATTACHED TO SIDE OF TRUSS PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. VENTED SOFFIT w/ MTL J-TRIM WIATHSPHUANLDTE SHINGLES RLAYMENT E PRMTLEFJIN-ISTHED RIM SAW CUT EXISTING BRICK VENEER FOR FLASHING PRS A I L D OE E N F W I G N A ILSLH EFDL A SMHT LI N G ROOF SLOPE WITH SEALANT @ TOP i'=S� 8'-0" LONG TREATED SYP#2 2A xT T6A COHVEHDG TEOX TSEINDSEI OONF BRICK SECTION SCALE, 3/4" = 1'-0" ---PREFINISHED MTL EDGE TRIM --ASPHALT SHINGLES WITH UNDERLAYMENT RIDGE VENT PREFINISHED MTL J-TRIM I I I I H.D.G. HAT CHANNEL @ 16" O.C. I I TREATED 1x4 FURRING I I FINISHED CORNER BE I A D I KRAFT -FACED & UN FACED FIBERGLASS BATT INSUL. (R-38) \ i" GYPSUM BRD SAT. (MIN. 7'-6" A.F.F.) 5l" WIDE H.M. PUNCH & DIMPLE DOOR FRAME WITH ¢a"x6" SLEEVE ANCHORS H4 TOOTH NEW ROOF SHEATHING TO EXISTING (STAGGER JOINTS) '----EXISTING LOOKOUT RAFTERS "",��-- CUT FLUSH TO NEW TRUSS TREATED 1x4 FURRING FINISHED CORNER BEAD 5l" WIDE H.M. PUNCH & DIMPLE DOOR FRAME WITH ¢a"x6" SLEEVE ANCHORS g" GYP. BRD WITH DRYWALL RETURN H.D.G. HAT CHANNEL @ 16" D.C. F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER --....__ PAINTED STL DOOR '---...----2x6 BLOCKING FIT BETWEEN EXISTING RAFTERS JOINT SEALANT EA. SIDE OF JAMB DETAIL FRAME @ PERIMETER !" GYPSUM BRO SAT. (MIN. 7'-6" A.F.F.) KRAFT-FACED & UNFACED / FIBERGLASS BATT INSUL. (R-38) T/EXG. 4" SLAB 1) ELEV. = 550.06' 2" AIR-SPACE FLEXIBLE FLASHING MEMBRANE OVER WRB AROUND SCALE, 1" = 1'-0" fj--- JOINT REINF. SYSTEM @ 16" O.C. w/ EYE & PINTLE HOOK --8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's EXISTING 4" CONCRETE CEILING WINDOW OPENING--��.:: SLAB TO BE CUT & REMOVED �- ---EXISTING 6" CMU l':-IW--$------ PAINTED STL DOOR HEAD DETAIL SCALE, 1" = 1'-0" T CMU WALL ELEV. = 550.06' SHIMS AS REQ'D 1x4 PVC STOOL TRIM MINERAL WOOL INSUL. J3 1x4 PVC STOOL TRIM -+--J--ALUM. WINDOW UNIT FOR JAMB DETAIL SCALE, 1" = 1'-0" BLOCK FRAME INSTALLATION (INCLUDE STD ANCHOR CLIPS) 6" NON-LOAD BEARING STEEL STUD FRAMING @ 16" O.C. JOINT SEALANT EA. SIDE---_ �H.M. SLIP FRAME (DRYWALL) ROOF SHEATHING PER STRUCTURAL DWG's------------- -, 2 x 68 ' -O0V "H GL OENXGT E SNYSPI O#N1 ATTACHED TO SIDE OF TRUSS KRAFT-FACED & UN FACED FIBERGLASS BATT INSUL. (R-38) MALTOLNSGIDEWALL FLASHING ROOF SLOPE WITHJOBINATCKSEEALANT R ROD f----+i�-ALUM. WINDOW UNIT FOR ATTIC VENTILATION TROUGH------------� CONTINUOUS TREATED 1,4--- - - ----, WITHPRBEAFCINKISEHED MTL FLASHING R ROD & SEALANT---- -----� 2,4 BLOCKING---,-- 2 x 68 ' -O0V "H GL OENXGT E NS YSPI O#N1 ATTACHED TO SIDE OF TRUSS-� PREFINISHED MTL EDGE TRIM-- 5" K-STYLE GUTTER MTL FASCIA OVER BEV. 2x8 GUTTER BRD VENTED SOFFIT w/ MTL J-TRIM BRICK WEEP VENTS TOP@ O3F2"B O.C RICK M ( A 3 T 3 C : H EXISTING OVHG )" FIELD VERIFY) JOINT R@ E1IN6F" . OS.CYS. TwE/M EYE & PINTLE HOOK-------1,,'"'4 TERMINATION BAR----, MORTAR COLLECTION SYSTEM--- BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK---� FLEXIBLE FLASHING WITH S.S. DRIP EDGE----� DOWELED EXP. JOINT WITH SELF-LEVEL SEALANT ASPHALT " 1 1 ' ' ' q q ' q 4 ---PRE-ENGINEERED TR(THEIASTESD 2x6 ALONG GABLE END IDE ONLY) H3 HEAD DETAIL SCALE, 1" = 1'-0" . , BLOCK FRAME INSTALLATION (INCLUDE STD ANCHOR CLIPS) J2 JAMB DETAIL SCALE, 1" = 1'-0" WOOD TRUSSES @ 24" O.C. PWROEO-DENTGINEERED RUSSES 2x6 LADDER FRAMING @ 24" O.C. DROP TOP-CHORD TRUSS JOINT REINF. SYSTEM @ 16" 0.C. w/ EYE & PINTLE HOOK KRAFT-FACED & UNFACED , , , =-----+= FIBERGLASS BATT INSUL. (R-38) @ 24" O.C. SECTION ,,, TYPE X GYPSUM BRD EA. SIDE-�:lf'��f-- 6" NON-LOAD BEARING B STEEL STUD FRAMING @ 16" o.c. 2" AIR-SPACE T/CMU WALL 1) ELEV. = 550.06' D SCALE, 3/4" = 1'-0" JOINT SEALANT EA. SIDE B F OXED STEEL STUD RAMED HEADER !" GYPSUM BRD 7'-6" A.F.F.) TRSILELATSEEDAL2Ex8 PLATE WITH R UNDERNEATH 8" PAINTED CMU BOND BEAM REINF. & A.B.'s PER STRUCTURAL DWG's N--- - - -8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's 4 rEPOXY FLOOR COATING & COVE BASE T/FIN. FLR _, ---- cEc L� E= V�.�=�54� 2�.�o6"' i �-, 'I' , VAPOR RETARDER - - {';/,�::;\,,,�� ONCR 4" FELTOEOFOUNDATION WALL R SLAB TRUCTURAL DWG'S H.M. SLIP FRAME (DRYWALL) 2" XPS INSUL. BRO--R-\,1&­ SOLID WOOD DOOR FLEXIBLE FL O A V S E HING MEMBRANE R WRB AR DOO OUND _ ___)�� R OPENING --8" PAINTED CMU WALL GROUT & REINF. PER STRUCTURAL DWG's i" TYPE X GYPSUM BRO EA. SIDE (R-19) UNFACED BATT INSUL. ,1..--- 6" NON-LOAD BEARING (l I STEEL STUD FRAMING @ 16" o.c. u BUILT-UP CONCRETE CURB & COVE BASE EA. SIDE OF • / BUILT-UP CURB EPOXY FLOOR COATING __ _.._, _ __, �--- o' VAPOR RETARDER H2 1j"xf TERMINATION BAR--� LINTELS PER STRUCTURAL DWG's �- HEAD DETAIL SCALE, 1" = 1'-0" T/CMU WALL 1) ELEV. = 550.06' MINERAL WOOL INSUL.--�lcBc'< JOINT SFERAALMANET @EAP. ESIDE OF RIMETER--� J1 JAMB DETAIL SCALE, 1" = 1'-0" JOINT SEALANT EA. SIDE OF FRAME @ PERIMETER--� FOAM BACKER ROD WITH SEALANT--� 6AfLUMW.IDDEOOR FRAME w / STRAP ANCHORS (GROUT FILL JAMB) B (AI L L N UO C MC L K U . D W F EI R N A S D M T O D E W A IN U N S N C T I H T A O LL FAOTRION R CLIPS) C FLOOR DETAIL MINERAL WOOL INSUL. ___J=::c_ F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER BRICK ROWLOCK SILL--, FLEXIBLE FLASHING OVER 1x4 PVC STOOL TRIM SCALE, 1" = 1'-0" CAVITY WALL CONSTRUCTION SAME AS WALL SECTION "A"---- TERMINATION BAR FLEXIBLE FLASHING WITH DAMPPROOFING-- - -vcntTERMINATION BAR MORTAR COLLECTION SYSTEM BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK WITFHLESX.IBSL. ED FLASHING RIP EDGE-- FIN. GR. SEE CIVIL DWG's SEALANT WITH BACKER ROD @ BED JOINTS OF BRICK WHERE STL ANGLE EXPOSED BRICK VENT MIN. (3) FLEXIBLE FLASHING OVER "LOOSE" H.O.G. STL ANGLE LINTEL rE&P OCXOYV EF LBOAOSRE C O A T I N G v -�- T�/�F~IN~·�FL~Rc-<1_,r ,1 ELEV. = 542.06' 'P' H1 1x4 SOFFIT SUPPORT C W ALL R SLABDWG'S DBL 2x6 ATTACHED TO NEW TRUSSES & BLOCKING BELOW w/16d R.S. NAILS WIATSHPHUANLDTE SHINGLES RLAYMENT c: ROOF SHEATHING PER STRUCTURAL OWG's PRE-ENGINEERED WOOD TRUSS H.0.G. STL ANGLE LINTEL--, '----FULL GLASS ALUM. ENTRY DOOR WITH SIDELITE TERMINATION BAR--..._ MORTAR COLLECTION SYSTEM HEAD DETAIL SCALE, 1" = 1'-0" CONTRACTOR SHALL INSTALL METAL FLASHING AT ALL NEW-TO-EXISTING ROOF TIE-INS TO ENSURE WATERTIGHT CONDITIONS. FLASHING SHALL BE PROPERLY INTEGRATED WITH EXISTING ROOFING SYSTEM AND INSTALLED IN ACCORDANCE WITH MFR's RECOMMENDATIONS AND BEST ROOFING PRACTICES. EXISTING FLY-RAFTER & SOFFIT CUT TO INTEGRATE NEW TRUSSES BRICK WEEP VENTS @ 32" O.C. BTM OF BRICK-� ' I I==[ WIT F H L E S X . I S B . L E D FLASHING RIP EDGE-� S2 DOOR SWEEP-� MTL J-TRIM MTL FLASHING ADA j" OFFSET THRESHOLD f D OSWEELLFE-DL EEVXEPL .I N GJ O ISNETA LWAINT HT - � q � . ' q ' • 4 q SILL DETAIL SCALE, 1" - 1'-0" T/WINOOW SILL 1) ELEV. = 543.56' OR 545.39' 2" SOLID CMU SILL T /FIN FLR 1) ELEV. = 542.06' q ' F JOINT SEALANT EA. SIDE OF RAME @ PERIMETER -+-+cc+--2" PREFINISHED ALUM. FRAME 1--+Ja;;..--FULL GLASS ALUM. ENTRY DOOR WITH SIDELITE " 1 ' BTLOCKING RUSSES T/FIN. FLR 1) ELEV. = 542.06' NAOLLTEF, OOTINGS SHALL BE PLACED ON IUNNCDHISETSURBBEELODWSOFIINL ISAHT GA MINIMUM OF 36 RADE PER INDIANA BUILDING CODE. REFER TO STRUCTURAL DWG'S FOR EXACT DEPTH. A ., q 4"· ' 4 ' . .,�· ' 4• WALL SECTION SCALE, 1" = 1'-0" BRD (R-1 0) I----WALL FOOTING SIZE & REINF. PER STRUCTURAL OWG'S T/FTG 1) ELEV. = 540.06' B q • ' 4 T/FTG 1) ELEV. = 538.06' +----SWIAZLEL &FOOTING REINF. PER STRUCTURAL DWG'S WALL SECTION SCALE, 1" = 1'-0" G _s· " ROOF DETAIL 4 SCALE, 1" = 1'-0" RECESS SIDEWALK j" S1 SILL DETAIL SCALE, 1" = 1'-0" PROPOSED ADMIN. BLDG ADDITION - SECTIONS & DETAILS REVISIONS BIQ SET ' "' 20'5 ! Midwes!tm ,ngi�ers, Inc. SO} West Br◊adw:tv Sm,.,1 P 0. Bo.� 29., Loogootee. !mli,1na 4755.1 ' ' DATE JULY 2025 DESIGN T.M.K. DRAWN I T.M.K. Q.C. CHEC E.K.P. PROJECT NUMBER 2025005-01 6 6 OF 20 I FIL.£ NUMBER I 45043 Do Not Use Plan Previews for Take Off

... __ DIVISION 04 - MISCELLANEOUS MASONRY 1. PF FO A R C RO E V I E D B N E R D I S CU KN O , IT FS SCI LOLMS P LT YHIANTG WWOI TUHL D A SOTTMH ECR2W1I S6E &E XWPIOT HS E EUX NP OF ISNEI SDH ESDU RBFRA CI CEKS SMUARTFCAHCI NE SG , EPXRI SOTVI NI DGE BURNI ICT KS WO FI T HFOAUCTI L I CT YO RI NE S C OORL O RF R, OSGI ZS E ,& &W ITTEHX TEUXRPEO. S E D ISNUCRLFUADCI NE SG FT HI NOI SSHEE DA.T PCROORVNI DEER SS, PMEOC VI AELM ESNHTA PJEOSI N FT SO,R BAOPNPDL I CBAETAI OMNSS, SWAHSEHREES , SATNRDE T CLHI NETRE LUS N. I T S C A N N O T A C C O M M O D A T E S P E C I A L C O N D I T I O N S , GT YRPAED,E ,F BSSW UNIT COMPRESSIVE STRENGTH, PROVIDE UNITS WITH MINIMUM AVERAGE NET-AREA COMPRESSIVE STRENGTH OF 3,000 PSI. INITIAL RATE OF ABSORPTION, LESS THAN 20 G/30 SQ. IN. PER MINUTE WHEN TESTED PER ASTM C67. EFFLORESCENCE, PROVIDE BRICK THAT HAS BEEN TESTED ACCORDING TO ASTM C67 AND IS RATED ·'NOT EFFLORESCENCE'·. SIZE (ACTUAL DIMENSIONS), 3-5/8 INCHES WIDE BY 2-1/4 INCHES HIGH BY 7-5/8 INCHES LONG (VERIFY IN FIELD). (SUBMIT 30"x30" MOCK SAMPLES OF BRICK TO ENGINEER FOR INITIAL & FINAL SELECTION) 2. MC C MM AN U U U F C C A O O C N N T T T U R R R O O E L L D / / E E B X X Y P P A A H N N O S S H I I O O M N N A N J J N O O II N N & T T SS B , ATRONABRED,RSIN-CS.ERIES RUBBER CONTROL JOINT, RS-8 ANO RS-12 AS 3. JTORUINSTS RTEYINPFEORJOCIENMTENRTE,INFORCEMENT TO BE "HOHMANN & BARNARD, INC." MA LOLD ECLO MNPoO. N1E7N0T-S2 XS HTARLUL SBS E E YHE. D-. WG .I R AE F TOERR EFNAGBIRNIECEART I OANP PI NR OCV EODN FEOQRUMAALN. C E W I T H A S T M A 1 5 3 . CWOI RMEP RSEI ZSES EFDO RL E SG I D2EX -RHO OD OS ,K CDRI OA MS SE T ERRO DSSH, A L&L EBYEE -0W. 1I R8E7 5T OI N CBHE W( SI T) H S THA. DN.DGA. R DF I NWI SEHI G. H T 9 G A U G E . UCSAVEITPYRWEFAALBLRCICOANTESDTRUCCOTRIONNERSNOAMNINDALPRDEIFMAEBNRSIICOANTSE,D 8T"EECSM.U, 2" INSULATION, 2" AIR-SPACE, 4" BRICK VENEER. 4. UMW V A E T E C S P H T A S B C Y L S O E T L E O R M R E , CSYECLLEECDT I OPNO L YWEI TSHT E RM OMR ET ASRH , CROELCOTRA.N GI NUSLTAARL L S HP EA RP E ,M AI NNSUEFRATCETDU RI ENR 'VSE NI NE SE TRR UWCATLILO NOSP. E N H E A D J O I N T . PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL, HOHMANN & BARNARD, INC.; QUADRO-VENT 5. MSTORRUTCARTURCAOLLLSETCRTAIONND SPYOSLTYEMME,R MESH (2 INCH) TRAPEZOIDAL CONFIGURATION TO MAINTAIN AIRFLOW AND DRAINAGE WA SHILREEQSUUIRSEPDENTDOINGFILMLORCTAAVRITYDRWOIDPTPHIN. GINSSTAATLLUNPEEQRUAMLANHUEFIGAHCTTSU.REPRR'OS VIIDNESTROUNCE TIOORNSM. ORE THICKNESSES PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL, HOHMANN & BARNARD, INC.; MORTAR TRAP 6. EMBEDDED FLASHING MATERIALS, A. METAL FLASHING, PROVIDE STAINLESS STEEL FLASHING, ASTM A240 OR ASTM A666, TYPE 304, 0.016 INCH THICK. FABRICATE CONTINUOUS FLASHINGS IN SECTIONS 96 INCHES LONG MINIMUM, BUT NOT EXCEEDING 12 FEET. PROVIDE SPLICE PLATES AT JOINTS OF FORMED, SMOOTH METAL FLASHING. B. FLEXIBLE FLASHING, 40 MIL THICK, SELF-ADHERING FLASHING PRODUCT MADE FROM POLYETHYLENE SHEETING WITH ADHESIVE. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL, HOHMANN & BARNARD, INC.; TEXTROFLASH (WITH 3" S.S. DRIP EDGE) PROVIDE PREFORMED CORNERS, END DAMS, OTHER SPECIAL SHAPES, ADHESIVES, PRIMERS, AND SEAM TAPES AS NECESSARY PRODUCED BY FLASHING MANUFACTURER. DIVISION 05 - METALS 1. N SIN T O T U N E D - R S I L O : O R A 2 D0 S - T G EB A E E . L A R ( S I 3 N T 3 G U D M C I O L F ) R L DA MMI I N F N O . G , R : M ASETDM SCT E6E4L5 SCTOUMDPSL I AANNTD T R A C K S . STIRZAEC:K6: SINAMCHEESGAUGE AS STUDS SCPOAACTIINNGG:: G1660 INZCINHC oC.cO_ATING PER ASTM A653 BI NRSATCAILNLGA:T I OP NR :O VCI DO EO RLDAI NT EART AEL WBI TRHA CMI NEGC HAANNDI C ABLR I D&G I ENLGE CPTERRI C AMLF RD. W AGN' SD. I N D I A N A B U I L D I N G C O D E . MACISCCEEPLTLAABNLEEOUMSFRH'sA:RDCWLAARRKED: IEPTRROICVIHDEORHEAAPDPERRO/VFERDAMEINQGUACLL.IPS, SUPPORT BRACKETS, ANO ANCHOR FASTENERS AS NEEDED. FAAT ST AT EC NH EI NRGS : TOC O SRTREOESLI OFNR-ARMEI NSGI S T 2A N0 T GCA .A S(E0-. 0H3A3R�D) E TNOE D1 2S T EGEA L. US SEEL F -B UD GR LI LEL I NHGE A D# 6 -O R# 1 P0 A NS C HR EEAWDS FPOERR GAYSPT MS U MC 9 5S 4H E AF TOHRI N G &LENHGETXH WSAHSAHLELRBHEEASDUFFOIRCIEPNATN THOEAPDENFEOTRRATFERASMTINEEGL-TSOU-BFSRTARMATINEG BCYONANMECINTIIMOUNMS. OF 3 THREADS, 1-1/4" TYPICAL FOR SINGLE-LAYER GYPSUM TO STUD &ACC1E/P2T"ABMLIEN. MTFHRR'sE:ADITWENBGUAGILEDMEEXN, THIILNTTIO, SFIMRPAMSOINNG SMTERMOBNEGR-TIE, OR APPROVED EQUAL. 2. LIGHT-GAUGE FURRING STRIPS: CT YOPLED:- F0O. 8R7M5E DI N, CGHA LDVEAENPI Z EHDA TS TCEHEALN NHEALT, (CFOULRDR-I NRGO)L LCEHDA NSNTEELESL A S I N D I C A T E D O N O W G ' s . GMAAUTEGREI:AL2:0ASGTAM. MCI6N4. 5, G60 GALVANIZED STEEL SAPCACCEISNSGO: RI1E6S: INPCRHOV0ID.CE. AMPAPXR.OVPERRIATTICEALC.LIPS, RESILIENT CHANNELS, OR ISOLATION MOUNTS WHERE ACOUSTICAL SEPARATION IS REQUIRED. IANCSCTEAPL LTAATBILOEN · PCROOMD UP LCYT S :WITCHL A RAKS TDMI E TCR7I C5H4 OARN DA PMPARNOUVFEADC TEUQRUEARL' S. I N S T R U C T I O N S . I U F N A S S S E T T A E T L N A L E P A R T C I S O O : N N ®C : , O D R P R R O IL O W L S D IO E P R I N L - - O A T R C E T H S U O IS A L T T E A E S N D T T FO M A SA M T S A E O T N N C E R H R Y S , S F C A O R S R E T E W M N E A S S R IZ O S E N; R C Y U O M S S E P L L E I H A E A N V M T E M W E A R N IT CH D H R O AI R S L T L S M W #1I E T 4 0 H 8 8 O C , R A R M # B IN 1 ID I 2 M E U - D M T IA I P M E P E M E T B D E E RD B , M IT F E . u N \ F T T A S 1 O T - R E 1 N / H E 4 R E S X I N MW C U A H S S . H T ER BE H D E R AD IV . EN FALCUCSEHPTWABITLHE CMHFARN'sN: ELSIMSPUSROFNACETITWENIT®H,OUHTILTDI EHFUOSR,MTINAGPCMOENT<.!A>, L.POWERS/DEWALT, OR APPROVED EQUAL. DIVISION 06 -WOOD, PLASTICS, & COMPOSITES 1. PRESSURE-TREATED LUMBER, S P # R 2 H E A SL G L E R RA B V D E A E T I T V O R E R E A R B T E E f T D f E NiE W T RI I T O H S N O , A U 0 L T . K H 4 A E 0 L R IN N P E C Y F C E L O F L P O O P R W E R G P RI Q O N U E U A , N T D E P R R C E N O S A N S RY T U A R C ( E T A C T ( Q R U ) E C , A 4 T C A E O ) D P P O I E N R R 0 AC . A 2 Z C 5 O O L R P E D C A F ( N C C F A E O - RB W ) I , A T BH O O R V A EW O - P T A G H RE S O R T U A N E N D P D A A -U R S R D E E G U I ( S l U T . C E 3 R B E ) D . PSRHEASLLERBVEATAIRVEANACICDEEPNTTAIFBILCEATFIOONR SUTSAEMPINOCROEMNMDERTCAIGAL INCDOICNSATTIRNUGC, TITORNE.ATING PLANT, PRESERVATIVE USED, RETENTION LEVEL, COMPLIANCE WITH AWPA STANDARDS. FSAIMSITLEANRELYRS,COHRARRODSWIOANRE-, REASNDISTCANOTNN(EPCETRORASSTIMN AC1O5N3TAOCRT WASITTHM TFR2E3A2T9E)D WOOD SHALL BE HOT-DIP GALVANIZED, STAINLESS STEEL, OR 2. PVC TRIM SOARD, 0.75" THICK SMOOTH FACE PVC TRIM BOARDS AS MANUFACTURED BY AZEK. DIVISION 07 - THERMAL & MOISTURE PROTECTION 1. GENERAL INTERIOR JOINT SEALANTS/CAULKS, JOINT SEALANTS/CAULKS SHALL BE ALEX PLUS, ACRYLIC LATEX CAULK PLUS SILICONE. COLOR SMHUALLTLI -MP UART CPHO SOE ,R HBI GL EHNL YD FWLI TEHX I BTLHEE, ASNUDR F DA CUERSA BBL EE I NWGI T HC A AUNL K EE XD C. EJLOLIENNT T SAEDAHL AENSTI O/NC.A UJLOKI N TS H A L L B E MS EEAELTA NOTR/ CEAXUCLEKE DS HAASLTLM BSEP EPCA II FNI TCAABT ILOEN, SCHBA3L4L. HP ARVOEV I DAE 3B5 A CY KE EA RR DR UO RD SA B IALNI TDY PGRUIAMREARNST EWE ,H EARNED RSEHQAULI LR E D . 2. MAAHSOIGNHR-YPECROFNOTRRMOALNCJOEI,NTHIGSHEALMAONVTE,MENT, SINGLE-COMPONENT, MEDIUM MODULUS, LOW-VOC, BU AV C-KSITNAGB LME ,A TNE OR INA-L SAASG RPEOQLUY IURREEDT HFAONRE DSEEEAPL A NP TE NSEUT RCAHT I OA SN S D Y/M OJ ONIINCT S1, 0 0I N SBTYA LTLR EPME CR O . P R O V I D E MANUFACTURER'S INSTRUCTIONS. COLORS TO MATCH BRICK MORTAR. 3. UUNNDDEERRSSLLAABB VVAAPPOORR RREETTAARRDDEERR, SHALL BE PERMINATOR, 10 MIL, 12'-0" WIDE x 200'-0" LONG AS MV AAPNOURF -A CMTAUTR ETDA P EB.Y FWO.LRL. O WM E AMDAONWUSF,A CI NT UCR. ESRE' SA L I NSSETAAMLSL A TWI OI TNH I SNESLTFR-UACDT HI OENSSI V. E P E R M I N A T O R 4. RUONOFFACIENDSUGLLAATSIOSN-,FIBER BLANKET AS MANUFACTURED BY OWENS CORNING. PARSOTMVIDCE66T5H,ICTKYNPEESSI; FWOITRH RM-AVXAILMUUEM INFDLAICMAET-EDSPORNEADDWAGN'sD. SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PINESRTAALSL TMPERE84M;ANPUAFSASCINTGURAESRT'SM WER1I3T6TENFORINSCTORMUBCUTISOTNIOSN. CHARACTERISTICS. 5. FOUNDATION AND CAVITY WALL INSULATION, FT OH AI CMKU, L A2R5 2P5S0I , ET OX T RPURDOEVDI D EP OAL YMSITNYI RMEUNME R(-X PV ASL) U RE I GOI DF F1O0 A. MB UI NT TS UELDA GT IEOSN ABNYD OSWTEANG SG E RC O JRONI INNTGS. O2 "F ADJACENT PANELS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. WEATHER RESISTIVE BARRIER (WRB), "" FS LHUEI EDT WWRRBB" " TTOO BBEE TTYYVVEEKK FCLOUMI DM EARPCPI LA ILEWDR AWPB +B Y B YD UDPUOPNOT N. T . II NN SC TLAULDLE PFELRE XMI BALNEU FAADCHTEUSRI VEER ' SF L AWSRHI TI NT EGN &R ESCEOAML AMNETNSD ATTOI O NE NS .S U R E W A T E R T I G H T I N S T A L L A T I O N . 7. METAL CLADDING SYSTEM, FACTORY-FORMED METAL WALL PANELS WITH VERTICAL REVEAL JOINTS. PS IAZNEE, L S1,2 2I 4N CGHA .N OSMTEI NEAL L OWRI T0H.004.07"5 AINL UCMHI NDUEME,P KRYENVAERA L5. 00 FINISH. SA TUTBASCTHRMA ET EN,T , PCL YOWNOCOEDA L EWDI T HF A SS HT EENE ET RWS E AOTRH EFRL-A NRGEES I SSTYI VSET EBMA, RDRIIREERC T( WTROB )P. L Y W O O D . N AA N C EE C D D E ES W D S A O TE F R O R IE RS M , D A F R N L A A A I G N S E A H MG IN E E G N . , T I. N TSRTIMAL, LANPDE RJOMINANT UPFRACOTFUILREESR'STO GMUAIDTECLHINEPSANWELITHFINATISTHEN; TPIORNOVTIDOE TWHEEERPMSALANEDXPAAINRSIGOANP, AALSIGNMENT, ACCEPTABLE MFR's, PAC-CLAD, B&A METAL PRODUCTS, OR APPROVED EQUAL. 8. F M M A A E C T T T E A O R L R IA S Y L - O , F F 2 F O 4 I R T M G S E A Y D . S T G S E A T M E L , VE AL N IOZRE DA LSUTME EI NLU MO R S O0 F. 0F4I T0 "P AANL UE LMSI N, UI NMS TWAI LT LHE DK YWNIATRH 5C0O0N/CHEYALLAERD 5F0A0S0T E NF IENRI SSH. . PANEL PROFILE, REVEAL SOLID OR VENTED (PER PLAN); INTERLOCKING EDGES. WIDTH, 12" F RV I E E N V N IS E T H A IL L , A T C D IO O E N L P O , T HR P , R T j O O " VIDMEATCCHONATIDNJUAOCUESNT VMENETTEADL TPRAINME; LSLOWAT-GELAOVSES SFOAFCFTITOSRYW-HAEPRPELIESDHOCWONA;TINMGIN. IMUM 8 SQ. IN/LF NET FREE AREA. SATUTBASCTHRMAETEN,T,PLMYAWNOUOFDACTURER-RECOMMENDED FASTENERS; CORROSION-RESISTANT. STRMIOMO, TMHATACLHIGINNMGEPNET,RIMADEETEQRUACTEHAVNENNETLISLA,TICOLNO, SUANRDES,CLAENADN JEODINGTE CTROAVNESRIST.IOINNSS.TALL PER MANUFACTURER'S INSTRUCTIONS WITH ACCEPTABLE MANUFACTURERS, PAC-CLAD, B&A METAL PRODUCTS, OR APPROVED EQUAL. 9. F WA I S B E P I E G H R H A G T L L , T A S M S S IN H - I I M N B G U AS L M E E SD 2 , 3A5RCLHBI.T/ESCQT.URAL LAMINATE SHINGLES, SELF-SEALING, ASTM 07158 CLASS H. CA CO CL OE PR T, A MB LAET C HM F ERX' sI S, TOI NWGE NFSR OCMO RMNAI NN GU,F AGCATFU, R CE RE R' ST ASI NTTAENEDDA,R DO RP AALPEPTRT OE .V E D E Q U A L . UOST N V A E D R R E T RE E L R N A YT S I M R T E E R N IP T R , , O A MO S F A T N M D U E F D C A 2 C K 2 T . U6RTEYRP'SE RI EACSOPMHMALETN-DSEADT.URATED FELT OR ASTM D1970 SELF-ADHERED MEMBRANE MICIENIM&UMWA2T4E"R BSEHYIEOLNDD, PSOELTFE-NTAIDAHLEIRCEED DMAEMMBARREANASE. (ASTM D1970) INSTALLED AT EAVES, VALLEYS, RAKE EDGES, AND PENETRATIONS, INSTALL UNDERLAYMENT AND ICE & WATER SHIELD PER MFR's INSTRUCTIONS. FVAESNTTEI LNAETRI OSN, , GPA RL VOAVNI DI ZEE DR I DRGOEO FVI NE NG T SN API LESR, MC OI NDI ME U AMN D1 2M AGNA U. FWA ICT THU R0E. 3R7' S5 RI NECCHO MHMEEANDD ADTI IAOMNEST.E R . I PWN R A S O R T V R AI L A D L N E A T TY F IO , L N A M S , IN H IN I I M N S G U T M A A L LT 3 0 A P - L E L Y R E R A M R O A O N L F U I M F P I A T E C E N D T E U T R W R E A A R R T ' I R S O A N N I S N T SY A . T NRDUCTTRIOANNSSITAINODNS.INDIANA BUILDING CODE. 10. GUTTERS & DOWNSPOUTS, FFAINBISRHIC:ATFEA CGTOUTRTYE-RASPPFLRIEODM B2A6KEGDA.E(NMAIMNEIMLUM(K)YNPARREF5IN0IS0HOEDR GEQALUVAALN).IZED STEEL OR 0.040 INCH ALUMINUM. PCROOLOFIRL:E;TO"K-MASTTYCLHE"EXOISRTI"NBGO. X STYLE" AS SHOWN ON DWG's. SDIOZWE:NSMPINOIUMTUSM: F5ABIRNICCHATEWIDFER.OM MATERIAL MATCHING GUTTER. S TS E P H R A A M P C E I I N N : G AT R : I E O A C N S T : A S N D H G IR O U E W L C A N T R , O D NI M S I C N P H I L M A A R U N G M , E O 3 A R "x W 4 A N " Y O . T FRTOOMEXBCUEILEDDING40. FEET BETWEEN DOWNSPOUTS. IINNSSTTAALLLLATHIOIDND:ENSLOHPAENGGEURSTTEORRS BARAMCIKNEIMTUSMATOF241/IN1C6H" EPSERO.FCO. OMTAXTIOMWUAMR,DWDITOHWNASDDPOITUIOTNSA. L SUPPORT AT JOINTS AND CORNERS. SECURE DOWNSPOUTS TO WALL AT MAX. 1 o'-a" o.c. VERTICALLY AND 3'-0" FROM ELBOWS OR BENDS. SEENASLU RAEl lP RJ OO IPNETRS AWLAI GT ENRMTEI GNHT ,T NUOS I NPGO NEDXI NTGE R, I OSRA-G GGIRNAGD, E O SR I L RI CEOVNEER SSEE ASLLAONPTE . O R E Q U I V A L E N T . 11. ROOF EDGE METALS, PROVIDE PREFINISHED METAL FLASHINGS, DRIP EDGE, AND FASCIA AS REQUIRED FOR COMPLETE F M W I A N E T A IS E T H R H, I E A R L F P A R C 0 O T . O 0 O 4 R F 0 Y "- IN A S P P T R P A E L L F I L E I A N D T I SIO H K N Y E . NDARALU5M00INUOMR OERQU2IV6ALGEAN.T;GACLOVLAONRIZESDHASLTLEEMLATCH EXISTING -CONTRACTOR TO FIELD VERIFY ACNODMPSOUNBEMNITTSFTOOR IANPCPLRUODVEA, LD. RIP EDGE AT EAVES AND RAKES, FASCIA COVERS OVER EXPOSED FRAMING, Z-FLASHING, HEAD FLASHING, EINNSOTADLLAAMTSIO, NA,NFDORSMTEPANFDLAISNHSITNAGLLASPERREQSUMIARCENDA. DETAILS AND BEST PRACTICES. HEM EXPOSED EDGES; OVERLAP MIN. 2" AT JOINTS WITH SEALANT. FASTEN WITH COLOR-MATCHED STAINLESS OR COATED FASTENERS & SEAL ALL JOINTS WATERTIGHT; PROVIDE POSITIVE DRAINAGE. DIVISION 08 - OPENINGS 1. IFNLTUESRHI O RS T EHEOLL LDOOWO RMEFTOARL DI NOTOERR,I O R U S E , N O N - R A T E D . SCIOZREE, , 1H-O3N/E4Y"C OT HMIBC,K , S TNEOEML -I NSATLI F3F E' -N0E"D , x O7R' -M0I"N. E R A L C O R E , EMDAGTEER-IWALE,LD1E8D GPAE. RFASCDEI 1SH00EET(LSE, VCELOL2D,-RHOELALVEYDDSUTTEYE).L CONSTRUCTION, SEAMLESS, FULL-FLUSH, FFIIRNEISHR,ATFIANCGT,ORNYO-NP-RRIAMTEEDD. FOR FIELD PAINTING. STANDARDS, SDI 100, ANSI A250.8, NFPA 80 (IF RATED) ACCEPTABLE MFR's, STEELCRAFT, CURRIES, CECO, OR APPROVED EQUAL. 2. IENXSTUELRAI OT ERD TFHUELRLM-AGL LL AY S SB RSOWKIENNG I NAGL U DMOI NOURM ASNTDO RFEI XF ERDO NST I DDEOL IOT RE ., FRAME & DOOR PROFILE, 2"x 6-3/4" EXTRUDED ALUMINUM; THERMALLY BROKEN DOOR, 3'-o"x7'-0" FULL-LITE SWINGING DOOR WITH MATCHING NARROW STILE SIDELITE. F SW I I N E D A I E S T L H H IT , E E R DS A F E R IX A K E L D S B , R P F O A U N N L Z E L E L P G A E N L R A O IM Z D I E I N Z T G E E , D R 1 S ( " M EI A N - L S SM U 1L A 2 A N C T D 2 E D 2 S A I 3 T L 1 E L ) M G P O A E R S R K E K E D Y T ; N G A L INR A T - S E S F G LR U IG A O U T R E , O C P S L O IL E L L A Y R M F EL W R AS I T H H AI S N L G O S EW A L [ N E [ D C T C E S O D E A A T L I B N A Y G N . T O . WNER. ACCEPTABLE MFR's, KAWNEER 451T, TUBELITE T14000, EFCO, OR APPROVED EQUAL. 3. ISNOTLEIRDI-OCRORWEOOADRCDHOITOERC,TURAL FLUSH WOOD DOOR WITH FACTORY-APPLIED STAIN FINISH AND NTYAPRER,OWFLUVSISHIONWOLOITDE.DOOR, SOLID CORE, AWi PREMIUM GRADE SCIOZREE, , 3S'-TR0U"xC7T'U-RoA"Lx1C-O3M/P4O" SITE LUMBER (SCL) OR PARTICLEBOARD CORE PER WDMA I.S.1A FF AI NCI SE HV, EFNAECETRO.R YP-L ASITNA I NS LEIDC EADN DW HCI TLEE AMR -A PCLOEA, T EWDH, I TAEW iO AFKI N, I SOHR SBYI SR TCEHM ( TARS -S6E, L ME CETDEI UDM B YS T AOI WN ,N ESRA)T.I N S H E E N DSOAFOERTYLIGTEL,AS6S".x30" NARROW LITE, CENTERED VERTICALLY; GLAZED WITH 0.25 INCH CLEAR TEMPERED EDGE CONSTRUCTION, MATCHING HARDWOOD EDGES, BEVELED LOCK EDGE. FHIARREDWRAARTIENGP, RNEOP,N-MRAACTHEIDNED FOR SCHEDULED HARDWARE, SEE (SHEET_). NSTALLATION, INSTALL PER AWi STANDARDS AND MANUFACTURER'S INSTRUCTIONS. ACCEPTABLE MFR's, VT INDUSTRIES OR APPROVED EQUAL. 4. HWOELLDLOEWD OMRETAKLNODCOKO-RDOFWRANMES,TEEL DOOR FRAME FOR INTERIOR USE. MP RA TOEFRI LI AE L, , 21 6I N CGHA . FCAOCLED -WRI TOHL LTEHDR OSATTE ETLO, AMSATTMC HA 1W0A0L8L T H I C K N E S S CA NO CN HS TORRUSC, T( NI OENW, FMUALSLO NWREYL DWE ADL LFSR) A MWEI R E( P RO ERF ETR-RAENDC)H OORRS . K N( EOXCI KS T-I ND GO WMNA; S MO INT RE RY E WD A LCLOSR)N EPRUSN, C HG R &O U ND DI M PSLMEO. O T H (DRYWALL) ADJUSTABLE SLIP-ON ANCHORS. FFIINREISHR,ATFIANCGT,ONRYONP-RRIMATEEDCOAT, READY FOR FIELD PAINTING. ISNTTAENRDIOARRDHS,OLSLDOIW10M0E,TAALNSDI OAO2R50F.R8AM(LEEVSEHLAL2L, BHEEAFV-Y SDEURTIEYS)., FLUSH, STANDARD DOUBLE RABBET 5. F FA A R L CU A T M M O E INR , UY E - M X F T A W R B I U NR D D IC E O A D W T E, ADLUFMIXINEUDM,ALTUHMEIRNMUMALLWYINBDROOWKEWNI,THMITNHIMEURMMAL2L-Y1/B4R"OKDEENPTFHRAME AND INSULATED GLAZING. G OTH L P A E E Z R R I M A N T A G I L O , N 1 B , " R F E I I N A X K S E, U D L P A ( O N T L E O Y D N A - M G I O L D P A E S E R S O A R B U L N P E I O T ) , U(RIG-UA)N, DL-ODWE-BER,IDCGLEEATRHETREMMAPLERBEADRROIEURT.ER L I T E , ASTM C1048. PFIENRISFHO,RMDAANRCKE,BRAOIRNZINEFIALNTROADTIZIOEND, O,;R 0K.1Y0NACRFM5/00FT'FL@UO6R.O2P4OLPYSMFER COATING, MMA 2605 COMPLIANT DWEAST EI GRN RPERSEI SSTSAUNRCEE, , ±N4O0 LPESA FK A MG EI N . @ 6 . 2 4 P S F M I N . I US N E -S A F T L A A C L P L T E A O R T R I I O , M NE , , T ; E I R 0 N . S4 W T 0 A A LT ( L E N R F S T R Q IG C U H - A T R R . A ET , IN E P T D E L ) GURMABT,E AWNIDTHLEWVREBL/. FSLHAISMHINANGD SAYNSTCEHMO.R PER MANUFACTURER'S INSTRUCTIONS. ACCEPTABLE MFR's, KAWNEER (451TR), TUBELITE, OR APPROVED EQUAL. DIVISION 9 - FINISHES 1. F 5 G A / Y C P 8I S " N U G T M S Y , P B E P O A A ' P x R E ' D R , G -YFPASCUEMD WFOALRLBPOAAINRTD,OARSTFMINICSH139A6PPCLIOCMATPILOINAN. T, FIRE-RESISTANT RATED. FJ AOSI NTTE NTI NR GE A, TMMEECNHT ,A NEI MC ABLELDY TFAAPSET EINN wJ O/ I NCTO RC ROOMSPIOOUNN-DR;E SAIPSPT AL NY T 3S-CCROEAWT S F IPNEI SRH GAAT- 2E1X6P.O S E D F A C E S . FAICNCI SEHP T AL EBVLEEL ,P RL OE VDEULC T4S , T YUPSIGC A FL l R(EPCAOI NDTEE®D, ACREERATSA)I N; TLEEEVDE LT Y1P EO RX , 2N AATTI OCNOA NL CGEYAPL ESDU MS PGAOCLEDS BUO. NN D. O®. X P , O R APPROVED EQUAL. 2. SAUCOSPUESNTIDCEADL CLAEYIL-INING CSEYISLITNEGM, SYSTEM WITH ACOUSTICAL TILES AND EXPOSED GRID. NTIRLCES. , 02.545" MX IN2.,4"CAMCIN, E3R5ALMFINIB.,ERLIGPHATNERLESF, LEACSTTAMNCEE1,26>40.8TY5P. E Ill/CLASS A. PGERRIDIM, EETXEPROSAENDG LTEE, E0.S8Y7S5TEIMN,CH15W/A1L6L" MWOIDLED,INHGO, TC-ODLIPO RGATOLVAMNAIZTCEDH SGTREIDE.L, WHITE BAKED ENAMEL FINISH. ISNUSSTPA LELN SPI OENR, MHAANNUGFEARC TWUIRREERS' SA TI N 4S8T R UI NCCTHI O NOS. C. . M A X . COORDINATE CEILING LAYOUT WITH LIGHTS, HVAC, SPRINKLERS, AND ACCESS PANELS. AACPCPERPOTVAEBDLEEQPURAOLD. UCTS, ARMSTRONG CORTEGA®, USG RADAR'", CERTAINTEED FINE FISSURED'", OR DIVISION 10 - SPECIALTIES FPIRROEVIEDXETINPGOURTISAHBELRES, ,WALL-MOUNTED FIRE EXTINGUISHERS IN ACCORDANCE WITH NTYFPPEA. 1M0ULATNI-DPULORCPAOLSECODDREY. CHEMICAL, ABC-RATED RSAIZTEIN, G5, 2LAB,.10MBIN,C. (MTIYNPIM.)U, M10 LB. WHERE NOTED MC AOBUI NN TEITNSG, , SWT AELELL BORRA CAKL EUTM I NO UR MS, EWMIIT-HR ECCLEESASRE DA CCRAYBL II CN E WT I NA DT O4W8 "A NMOA XM. AHNAUNFDALCET UHREEIRG'HS T L AA .BFE. FL.; I S T N R IG S IM T N A , A L G L S E A U , T R IOP F R N ACO , E V L , I D O R E C E A E C TI X E O T S N I S N S E G D U P , I E S R O H R E L RI S F E E ID M S I-S A I F R G E E N T C A Y E G S E P S L E P A D E N . R ACNODDEAHJ. ACCEPTABLE MFR's ANSUL, AMEREX, BADGER, KIDDE, OR APPROVED EQUAL. 2 GENERAL NOTES THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DWG's & SAMPLES OF PRODUCTS TO THE OWNER/ENGINEER TO CHECK FOR COMPLIANCE WITH THE DNWOTGE'sD &ONSPTEHCISIFISCHATEIEOTN.S PRIOR TO FABRICATION OR ORDERING OF PRODUCTS &S U BA MP PI TR OA VL LA L NAESC EIST S ARRE YL A WT EASR RTAON TTI EHSE TPOR OTDHUEC TO, WFNI ENRI S/HE, N &G I NWE EORR KFMOARN SRHEI PV .I E W PROPOSED ADMIN. BLDG ADDITION -ARCHITECTURAL SPECIFICATIONS • u t:. � REVISIONS I Bl� SET ' C 1025 I Midv.e.,1en1 Enginl'e,-1;_ lne. 802 \Vt>sl B oadwav !;(f�el PO.Boxn� Loogoo1�c. Indiana 47553 ' DATE lo25 JULY DESIGN l T.M.K. DRAWN T.M.K. Q.C. CHECK E.K.P. PROJECT NUMBER 2025005-01 7 7 OF 20 I FllE NUMBER I 45042 Do Not Use Plan Previews for Take Off

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