3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

Midwestern Engineers, Inc. Plan Preview

� '" w I "' 0: w 6 0 "l � � z0 " 0 C, 0 0 0: a. s wz �� I z0 G "' 8 0: a. �· N Q "' z 8 z a' " I � 0: 0 � "' C, "'' � :, • • MAYOR BRIAN WYNDHAM CITY COUNCIL BRAD DEAL, MEMBER ANGIE MODESITT, MEMBER G. STEVEN BELL, MEMBER KAREN BOES, MEMBER SHANE LITZ, MEMBER CLERK TREASURER KAREN McQUEEN UTILITIES SUPERVISOR DEE ELDER - WATER TREATMENT PLANT SUPERINTENDENT SHAWNETTE SZEKELY ATTORNEY LOU BRITTON FOR THE COUN ' INDIAN APRIL 2025 PROJECT LOCATION n 11 3 le ' ' Blackhawk , " I ' 0 usse v1 e ., "' "' 73 52 236 51 0 Roachdale I" 3 (j Hadley Springtown 5' Nor \ Wakeland o.11 NOTTO SCALE BID SET il�"!'i < ,, 0: a:: N ';/- rnlt--;:===t==============================================================:::;--;= =================================:::;---;:::=======================::::j:===============�===�;;;;�===:::;-;=========::;:=========::::::======;r=========:,I Cl -...s;:s = ;;,-18 � i•''""'"'"''" COPYRIGHT © 2025 Midwestern Engineers, Inc. � ......_ !:.:! � Quality Engineering Services Since 1959 �'-'-\ I,, S Ul1.. 1,""+. :,: -::Ji;l § M • d E O I • 4 4 25 ,'!t:� <:;\ST£,9 ��" PROJECT NUMBER � !ii �so,:,���e� fl!��•�d�y��:.nox�c• PLANS CERTIFIED BY : REQS �����EE�No.\E��i��srfTEOF INDIANA D A T E ,.� _"" <,; ___"° o_ +' 2024090-00 :£ � � Indianapolis, IN 46278 l.oogootcc, IN 47553 i � /: ;= g �' Ph,317-334-0262 ••• ,12-2,s.2,oo QUALITY CONTROL 4 4 25 \�,. I1vorA\<1>-��/ ::'? <!'. Website: midwesremeng,com Fax: 812-295281)1 Email: meinc@midwcstcroeng.com REVIEWER: � v.g ..i.v § � � c,·vil D AT E �,, 8 IONA I. 1-"',�� _g .c Consultants Mechanical Electrical .,,,,,,.,111111,,,,,, "5 iii "'"- F I L E4 4N6U5M5B E R 1 1 OF 29 Do Not Use Plan Previews for Take Off

z 0 D 0 " a. w z ◊ (WESTBOUND) 18•w,-•-·-•-•-·-·"""""' ✓ -•-•-·-•-•-•- \� \ �- ., _,a. a. a. <( f ., EXISTING WELL No. 2 ...J a. a. a. <( .... ' EXISTING WELL No. 7 EXISTING WELL No. 10 , , "; , ?"t ' ..,, ' . , , l . ,;,, .. ,( " � . ,·,,,,. . ' ,. :-. .. \ '., �: .• .. . . . "" ' " ;; " ' ' (EAST�OUND) $,. \ f't' - UTILITIES CLAY COUNT CC6 0l Oa9 yMECM. oI NSuaSnt ti I yoOnCNa oEl uARr vtShe o. Ou Fs eF I C E : [ Brazil, IN 47834 PH:812-448-9008 INDIANA DEP C4C 1RR AAWWWE FFS OOT RR3DD0 SS0 VV NII LLOLL REE T, DHI NI S T4 7R 9I 3 3 P P H H : : 1 1 - -7 8 6 5 5 5 - - 3 4 6 6 4 3 - - 9 68 2 4 2 8 6 Electric: 3DT 0eu 1rk r eeH EHo mna euer t geAy, v e IN 47803 APht t.n8: 1T2h-o5m62a-s1L9u5t1g r i n g Water: C2B 0ri ta3yz Eoi l ,f. BNraat zi oi l nUa tl i lAi t vi ees. IN 47834 AP ht t:n8: 1S2h-a4w4 8n -e1t t7e0S0 z e k e l y PMB ARAUYRALTNYS IAHNLEDLFEEFRNNSDE, ERPRR E S I D E N T D D D I I I S S S T T T R R R I I I C C C T T T 3 1 2 RTMENT OF TRANSPORTATION 5TT 6EE 9RR 3RR EEE HHS OAA UUN TTY EE D, SRI UN. B 4 D7 8I S0 T2 R I C T Gas: 1CM8eu0nn0tceiWrep, . o2i n6tt hE. nSetr. g y ( S o u t h ) IN 47302 PA ht t .n 7J6o5n- 2E8a7s- t2h1a1m9 Internet: PF rho. n8t i0e0r -C9 2o 1m- m8 1u0n6i c a t i o n s Sewer: C2B 0ri at 3yz Eoi l , f. I BNNraa4t zi 7oi l8n U3a 4tl i lAi t vi ees. PA ht t :n 8: 1D2a-l4l a4s3 -K2i 2n 2g 1 Know what's below. Call before you dig. SHEET LEGEND - ---wSIZE :) 1 I EE XX II SS TT II NN GG FWLAUTSEHR HMYADI NR AANNTD S I Z E EEXXIISSTTIINNGG LGEAATKE DVEATLEVCETION DEVICE EXISTING BLOW-OFF VALVE -"1 ---£ HT ,_ t - / - GHAIGSHMTAEINNSILE FENCE WW ROOVEUNG HOTR I RB AORNBOERD CWHI RAEI NFLEI NN KC EF E N C E EPLREOCPTOR SI CE DO RWWA TOEORD MFAE I NNCAEN D S I Z E e � � ---- '.L c::==========:::i EE XX II SS TT II NN GG WW AA TT EE RR MM AE TI NE RS HAONWDNS EARS VCI CR EO SL ISNHEA T C H E D TO BE ABANDONED IN PLACE PPRROOPPOOSSEEDD FGIARTEEHVYADLRVAENT WITH AUXILIARY GATE VALVE I BUTTERFLY VALVE 1 3 2 . . . 4. 5 7 6 . . . 8. 9. 111 012 ... 111 354 ... 1 1 6 7 . . 112 890 ... 2 2 1 2 . . 23. 222 456 ... 222 879 ... OC OV EVRE RA LSLHSEIETTE P N AND GENERAL INFORMATION PPMRRI SOOCPPEOOLSSLEEADDN EWWOEEULLSLL DEULSLEH ONUo .S E1 1A GN RDAMDEI NT EGRPI LNAGN V A U L T D E T A I L S ILNSOGOP ISRPTIPRNLUGACNFTSLUOROE R P PL LA ANN BGA UER INCL HEDRI ITANELGC ATERUL CER HVA IALT ECOCTNTUSIROANL S S AP NE CD I FDI EC TA AT I I LOS N S T G G T T Y Y YE E P P P N NI I I E E C C C R R A A A A A L L L L L S S S S S T T TT T R R R R R U U U U U C C C C C T T T T T R RR R A A A A L L L L D D N N E E O O T T T T A A E E I I L L S S S S -- CCOONNCCRREETTEE WWWT Y EEE P LLL I LLLC HHHA OOOL UUUS SSST EEER UNNN Cooo . . .T 11R APP LLL AADNNE SST A-- I BAL ALS TS - EE FR BRNI AADMT EI N BGI D � BUILDING SECTIONS E E PW X X R E I I O L S S P L T T O H I I N N S O G E G U D S W E E L E E EL N L C E L o C T H . T R 1 C U C A S B A L E U L I S O L I S N D T I E T E IN E L P G I L P N AL S E A N E N C D T I - AIO B G A N R S S A E M S PPP RRR OOO PPP OOO SSS EEE DDD WWE L EEE LLCLLT� . R�OIo CU. AS1 LE1 SNOI oNT . EE 1 PL1 IL NEA LENE DC- ITAARLGITCRE AARLMN FA- LT OBE AOSRE P L A N - B A S E PPRROOPPOOSSEEDD WWEELLLL�. �OoU. S1E1 NOoN. E1L1INELEEDCITARGICRAALMF-LAOLOTRERPNLAANTE- ALTERNATE TERXEISETING STRUCTURE/ PROPOSED STRUCTURE C U B U T U I L R L V I I T E E Y D R P T T O E P L L IP E E E P W HIOTHNEGCUAYBWLEI R E "" "" z ...I � ...I <e; II.I � 31: N z <e; ...I � Q a. z 1-1 ..... 1-1 w co " z :::c: � ::, Ici:: � z � 0 31: II. 0 II.I 0 z � � I 1-1 1-1 � z u 0 1-1 1-1 1-1 REVISIONS BID SET C 202s Midwestern Engim:crs, Inc. 802 West Bro:1dway Street P.O. I3ox 29,S Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 2 2 OF 29 I FILE NUMBER I 44654 Do Not Use Plan Previews for Take Off

0 ------- ,____, 4" SDR 35 PVC@ 1 % SLOPE DAYLIGHT TO CREEK Walnut - ·---- I \ �' • �' .:--::: "-.. -�-�-- ,: ' ""/ ,, I -�- -�--� � Creek ' : I ' I \ I I ' \\ , , ' ' I \ i \ 0 PROPOSED WELLHOUSE No. 11 ' "' \ I ' ' ' '' ·:' ·_ • -�-J( SITE PLAN SCALE: 1" = 30' --- I I I .. ' t ·;.rt, ' • SPECIAL NOTES : � 0 z ::::, 0 Ill � 0 z ::::, 0 Ill 1-C U f J ) UPON COMPLETION AND ACCEPTANCE OF NEW WATER • MAIN INSTALLATION AND ACCEPTANCE, THE PROPOSED BUTTERFLY VALVE SHALL BE PERMANENTLY CLOSED. 1i' HATCH LINE INDICATES EXISTING WATER MAIN TO LD,, • BE ABANDONED IN PLACE. SEE SPECIFICATIONS. 1i' 18" x 8" WET TAP CONNECTION REQUIRED. � • (SEE MISCELLANEOUS DETAILS) I .... .... . 0 z ...I � ...I < LI.I 1-1 � N z < ...I � Cl 0. z 1-1 - 1-1 w O'.l " z :c � I- ::::, a: � z � 0 � � u. 0 0 z � j I 1-1 1-1 1-1 z u 0 1-1 1-1 1-1 REVISIONS BID SET <0 2025 Midwt:skm Engim;ns. Inc. 802 Wc�l I3rondway Sl�el P.O. Box 295 Loogooc�. lndim1a 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 3 3 OF 29 FILE NUMBER I 44653 Do Not Use Plan Previews for Take Off

z 0 => 0 0 Q' a. w z 04c, --.......: ' / ,, Walnut ---....J' 200' WELL HEAD PROTECTION RADIUS -...., -------- ---- ··-- Creek \ \,·\ \ ' ' I I � 1/ I /. I ff \ of-- P _R_O_P_O_S_E _D _W_E_ L_L_H__c,O__cU'---'S:;__E N -= o -. _1 _ 1 _G�R _A_ D_I N---=-G-s�- LEL-,�-�N _30' � ---- n . ' :ii --- ii --- ii 4Y'; n ----T I (� -----------:�:::____ :�-----:tI ¢-0 ---- --- _,,c--- � o • .,, .... --- �ul;.-------v;)n'- t::,; \�- ---- -- _.,,,,.��·- ,,,,,,, ,,,,,, � - -----�- - � .,,,,., ✓ ,cJ---- v / ' � 0 z ::> 0 co Iw � � 0 z ::> 0 co1-­ (f) w � I .... .... • 0 z ...I ...I LLI 3: ...I Cl. .... u .... w z ::c ::, � a: � 0 3: u. LLI z .... .... z 0 .... U) .... C REVISIONS � 1--1 N � � � 0 � 1--1 u ia 0 ..... 1:l 0 -5 � V � ::;: N N � . <i:: z <i:: Q z...." � z � 0 >< � 0 BID SET Cl 202s Midwes!ern Engine,ers. 111c. 802 West Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 4 4 OF 29 FlLE NUMBER 44652 I Do Not Use Plan Previews for Take Off

REMOVE EXISTING ASPHALT DRIVE SURFACE AND PROVIDE 6" HMA SURFACE SAW CUT BOTH SIDES EALNI DM IPNRAOT EV I EDXEI S8 "T I# N5G3 SSTTOONNEE FDORRI V E GRAVEL DRIVE AREAS EXISTING SURFACE t<tn ----- ----------------- --- ----------------- -------------------------- ---------------- INSULATED #10 SINGLE S T RLAONCDACT EO PWPI ER RE ITNOIT1IA2"L ABBAOCVKEFIPLLIPE CROWN PIPE O.D.+12 HT OA USNPCRHI NI NGGL HI NAEN D T A M P E D BEDDING· 4" BELOW PIPE I CB N E L IT A D I S D A S I L N ] ! B G ( A , C C HL K A E F U A I N N LL C C S H O H IN U A G R L S L A E N B E SD A ND) TRENCH DETAIL FOR D.I. OR HOPE PIPE SUBJECTED TO VEHICULAR TRAFFIC NO SCALE NOTES• 1. EXISTING PAVEMENT IS TO BE SAW CUT FRO A CLEAN BREAK. 2. TRENCH SPOIL OS TO BE REMOVED FROM THE WORK SITE 3, 4 , NGERWA NSUULRAFRAFCI EL LTSOHBAEL LS LBOE PPERDOTVOI DME DA TWCIHT HEI XNI5S T' OI NFGPSAUVRE FDASCUER. F A C E MCEANINTECRH ADNRNI PELC HFRA ANMN EEL@CUETA CI NHTEON D ;!_�TY CHAIN (OPPOSITE END) \ /4ED VINYL GRIP _ r - - 1- - -- ---1R 1 E4 "MDOI VA AMBOLNEDKLEI FY TWCROEVNECRH •�- -DOOR REINFORCING LIFTING MECHANISM HOUSING AAURTMOAMNADT ICCOHVOELRDR- OEPL EEANS E ,URRAIFNATCOE GRADED ��- .· :d · aj�:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�U7� ACONDNTDRCAOINNG. ANCHOR • .. 4'-0" .., ' ,t�· ·--+--N• EW CONCRETE SLAB DOUBLE LEAF ACCESS DOOR EXISTING SURFACE A8 G" # G5R3 ECGOAMT PE ADCRTI EV DE GRAVEL ROAD REPLACEMENT SURFACE REPLACEMENT DETAILS NEW C.I. VALVE BOX TO GRADE -------,L--1, NEW BUTTERFLY VALVE ( I BOX ADAPTOR, ----�:lb!=.:o!¥'5i=dllJL "ADAPTOR INC." OR EQUAL VNAELWV E BAUCTTTUEARTFOL RY N E W( P LSAOCLEI DSBOLLOI DC KB LBOACS KE FBROOTMT OV MA LOV FE TBRAESNECTHO) > 0 0 BUTTERFLY VALVE SUPPORT DETAIL SCALE• NONE 6'-112 COMPACTED AGGREGATE / / _J u EXISTING GRADE \ ! 6'-#53 COMPACTED AGGREGATE COMPACTED SUBGRADE SCRAPED TD MAINTAIN DESIGN SLOPE .J.,,-,!. ' -::-:----�_-,.....,....,_----:;-_...,,.-.�,.,..,.. ....... � ,.,...,.::t"'"'"-,� - �. er.- ::--,--;-, --;-..,"""'! fa IN PREPARATIDN OF STONE 0 6,_0, GEDTEXTILE FABRIC REQUIRED UNDISTURBED SDIL VC AO LVVEER B O X GRADE 3 2 ' ' - -6 6 " " M M A IN X . . * ,---�,, �" rr�- - --- -_t-t_�Jn��� � / (<-=[lfJ 1=2 . tt� l =1='-[ _ J ! [ r--- - - 7 - "OPEN LEFT"OR ):--- 1 __ -j "OPEN RIGHT" rJ ,,.+.,---,c7 INDICATOR ALUMINUM ----J I I I I UJ VALVE BOX I �� i ii��==i- DUCTILE IRON WELDED SWTAESEHLEARL I G N M E N T 6" PIPE WELDED� 1 1 -Ii OPERATING NUT I 1--- -+''l' l.+--- + ½TVHA"ALL VENES S1 . D . S A- T 1 E 0 M 18 COLD ROLLED STEEL DUCTILE IRON SOCKET A¾T" ESATECHELEPNIDN ----._____: lf�g, SPOT WELD VALVE / S S E C T REW 12'-0' STONE ACCESS DRIVE DETAIL ND SCALE fzw ::;; "w GRASSED AREA SEEDING AND MULCHING DETAIL w - 0 w w a. 0 w w9z �0:: �0 :Cf>) C>f) w0:: AS REQUIRED BY WM-4 SECTION OF SPECIFICATIONS BACKFILL AS REQUIRED BY WM-3 SECTION OF SPECIFICATIONS CD :ww" :; - ; �----1 • • • 1---�--+- o:_,____________ L :_>.::: �- ::_ � _:_- J HAND OR MECHANICAL COMPACTED MATERIALS PLACED IN 6" LAYERS [ Bc+16"MIN. [� BEDDING: Bc/4 or 4" MIN. (IF ROCK IS ENCOUNTERED ALL BEDDING SHALL BE CLASS I OR II) W=MAX.ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NOT TO EXCEED 30" FOR 4" THROUGH 8" PIPE, NOT TO EXCEED 36' FOR 8" THROUGH 12" PIPE. D=PIPE DIAMETER (INTERNAL) BC=PIPE DIAMETER (EXTERNAL) TO 12" OVER THE TOP OF PIPE APPLICATION BEDDING, HAUNCHING FINAL BACKFILL AND INITIAL BACKFILL GRASSED AREA CLASS I, II OR Ill MATERIAL SELECTED EXCAVATED PAVEMENT AREA OR ANY AREA SUBJECT TO VEHICULAR TRAFFIC (REFER TO WORKMANSHIP AND MATERIALS SPECIFICATIONS CLASS I OR II MATERIAL (REFER TO WORKMANSHIP AND MATERIALS SPECIFICATIONS MATERIAL COMPACTED GRANULAR MATERIAL TRENCH DETAIL FOR WATER MAIN INSTALLED IN OPEN TRENCH NOTES: 1. WORK FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL MEETING B-BORROW CLASSlF!CATION FOR INITIAL AND FINAL BACKFILL WHERE THE CENTER LINE OF THE WATER MAIN IS WITHIN A 1 TO 1 SLOPE OF THE SHOULDER LINE OF THE PAVEMENT. 2. WORK NOT FALLING UNDER THE JURISDICTION OF THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SHALL UTILIZE COMPACTED GRANULAR BACKFILL ANYWHERE WITHIN 5 FEET OF THE EDGE OF THE HARD (CONCRETE AND ASPHALT) PAVEMENTS TO THE CENTER LINE OF THE WATER MAIN. VALVE STEM EXTENSION IFFNIOTSRTTI AN1 LGJLO/FI VNI EATLLBDVE-EL EOKANCGOHA WS KAEYT � DRM . EEI . SGFTAI RTL TAUI I NGN GEB DWY TEI TOBHAP MAI PEI ERC OBH NYA , NUI INSC CEA LO FJ OAI N T STTAAPI NP LI NEGS SS LSET EE VE EL EXISTING MAIN \ EWXAI ST TEIRN GM1A I8N" D I . TAPPING VALVE EMBEAGAA ILRUOGN B. YI N C . NEW MAIN WET TAP CONNECTION TO EXISTING MAIN STONE BED B#S 4HE NRO TEWBANAS R B#S 4HE NOR TWE BANAS R STONE BEO •. ' IFNOSRT1A LJLOFI NI ETL DB E- LYOOKN GD A S K E T FITTING I VALVE EACH WAY >'. y�> . ,.,. � ' • VERTICAL • SEE SPECIFICATIONS HORIZONTAL TYPICAL THRUST BLOCK DETAIL TYPICAL DETAILS .-t .-t z ...I � ...I � w � 3: N z� ...I � ..., Q Cl. z 1-1 ..., 1-1 w co " z ::c � I- ::::, Cl:: � z ::r 0 3: IL 0 w 0 z � :>< I 1-1 :s 1-1 � z u 0 1-1 1-1 1-1 REVISIONS BID SET CC 2025 Mitlwestern Engineel's. Tnc. 802 We�t Broadway Stn:t"I P 0. Box 295 Loogome�. Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C, CHECK N.A.K. PROJECT NUMBER 2024090-00 5 5 OF 29 I FlLE NUMBER I 44651 Do Not Use Plan Previews for Take Off

0 ,r ""> '' >­ CD " z ,r �I 0z F u 0 : 0 , : r , a. 0 I CX) 6'- 0 " ( " I . w : , ,- ':.�·�,..�••.:..': ..,:_,,';. '·/·-.-..".'.. - . .. �- .'. .� ; :� �: . _ :,>·\·-<:�:"' · - -� . . . . - . " .....,.... -�- . .,:._. ,;•:· ( ·',,' .• .:·;._ ..-.-: .. :• .. '."," ··• · - - • ::.,,- ;: .,�/:-. -' •' ':., n 1 ' -2" V A LVVAEL VB EO XB OA XL I GT ON EGRR AA ND DE (3 REQUIRED)---! {NO) ' I t t 11 0 I r-- co l I D 0 STRUCTURE - LOWER PLAN VIEW I--------�� i, SCALE:½"= 1'-0" S LRAEBI NwF/ O4 8R"CxE4D8 "B O" DP CE NOINNCGRFEOTRE "HALIDAY S2R4848" ACCESS HATCH OR EQUAL 7------..,J T /SLAB $ EL 609.0'± PRGJPOSED 1B" DI RAW PROPOSED 1B" DI RAW WATER MAIN PIPE-----,��-WATER MAIN PIPE BY DIV I CONTRACTOR BY DIV Il CONTRACTOR CL. PIPE $ EL 60t0'± / I 1 ✓ ' ' / / I I I I I I r / 9 PWRAOT PEOR SMEADI N1 8P" I PD EI R A W BY DIV I CONTRACTOR T /SLAB $ EL 601.83'± 1 I I t I I I I I I I I I I I I I I II II I I I I II II II II I I I I "- _ .. : . • .. l' .. •. 171--P ..- ,. 48" MIN. + 6'-10"8'-0" 1 4 ' -0" 80" MIN. NUMBER 2 31 5 46 7 8 1 9 0 11 1 1 2 3 1 15 4 1 1 6 7 1 1 8 9 2 2 0 1 I I I I I I I I I I I I II II II I I I I I I II II II PIPING KEY PIPING E1 8x "i sPt i rnogp 1o 8s "e d0 .D1 .I RRaaww WWaatteerr MMaai inn 1188"" MDIJM4J5x PE Cutting - In Sleeve ° Bend 18" DI 45 ° Bend MJ x PE 1188"" BMuJttWeryfley Valve w/ Valve Actuator on Solid Block Support 1188"" xDI1P6"ipDeI Reducer MJ x PE 1 1 6 6 " " B D u I t P te ip rf e ly Valve w/ Valve Actuator on Solid Block Support, And Valve Box and Stem to Grade 1468"" Fxlo4w8"MDaogunbeleticLeFalof wAcMceetsesr Hatch Aluminum Cover 1R4e"mxo1te4"Txr a1n0s"md iFttoerrmwe/ dCSabulme p(See Electrical) C GNe o ro o n u p c t r r ee F t n l e o e o S S r t r t S e ul p c o t s p u e r @ e d t ( 1 o 8 6 ' S" x u O 6 m . ' C x p . 7 A to . r 3 e w 3 a ' /i1.204.") oRfeFininfoisrcheedd CFloonocrrete w/ Waterproofing Seals CN eo on pc rr ee tnee PPi pi pee SSuepapl o( r "t Lai ns kN-eSc ee sasl "aor yr E q u a l ) Grout Floor Slopped to Sump Area 7 7 ,---,--'-'--�-,-­ \ I I r I E X IWS TA ITNEGR 1M8 "A DI NI RP AI PWE (TO BE ABANDONED IN PLACE) 1 I I t I I I I I I I I II II II II I I I I I I I I I I I I II II II (NO) , / ' I I I I ' I I I I \ ' I 1 I I / PROPOSED CONCRETE STRUCTURE - SECTION VIEW 1/2" = 1 '-0" AFTER TESTING AND ACCEP ANGE OF NEW 24" RAW WATE , MAIN, EXISTING 18" I RAW WATER MAIN PIPE IS TO BE ABANDONED IN LACE tr P-1 I/ I I A I I I I : /[ 1/: I I ,I I I I I I REINFORCED 8"D ONCRETE I J, SLAB w/ 48" x 48" OP NING FOR I / I "HALLIDAY S2R4848" ACCESS HATCH R EQUAL--+-L-f----t----t=t�· _p_� _<::i_D /i v I 1 /: ' I I J I 1 / 1 I I I I I /( '? 0:, I 5 ' - 0 " : ,.,�--------- 1 /I I/ I r I I I I /1 J/ I I I I / I J I 1/1 I I I· I I /1 1/ ! r /i �'r----_:,/1 I , I 6 >-----< / ( 3 l------1 / / / / / 2 ,___, t I 6 >-----< 9 l----1 10 ,____, I I 6 l---l / / {NO) 1 '-0" {NO) 13 PWRAOT PE OR SMEADI N1 8P" I PD EI R A W BY DIV I CONTRACTOR PWRAOT PE OR SMEADI N1 8P" I PD EI R A W BY DIV Il CONTRACTOR 5'-6" 'I t 2 S CA E O S R O P V R O IC D S E I S N I D A B T L IS E E R . W U C PO O T R O IO K R ND T S I O N A A M S T IN E M I D MU O I C Z WH E N TIME WITH OPERATOR IN ADVANCE. If\ , I __-EXISTING 18" DI RAW U ' WATER MAIN PIPE ) FLOW METER STRUCTURE - PLAN VIEW AT GRADE SCALE: 1"= 40' PROPOSED RAW WATER METERING STRUCTURE WITH BY-PASS PIPING SCALE: AS SHOWN N1.OTERSEF.ER TO MISCELLANEOUS DETAILS FOR RESTORATION OF EXISTING SURFACE . 32 . ILNOSCTAATLEL EEDX IPSITPIEN GI N 1T8R" EDNI RC AH WP EWRAMT EI SRCME LALI NA NPEROI OURS TDOE TDAEI TL SE RAMNIDN ISNPGE LCOI FCI CAATTI OI ONNOSF P R O P O S E D M E T E R I N G S T R U C T U R E . RESTORED GRADE TO SLOPE AWAY FROM TOP SLAB ELEVATION OF PROPOSED STRUCTURE. (BY DIVISION II CONTRACTOR) 4. TOP AND BOTTOM SLAB ELEVATION OF PROPOSED STRUCTURE WILL BE DETERMINED ON EXISTING RAW WATER MAIN PIPE CENTERLINE ELEVATION . • SPECIAL NOTES: • UM PA OI NN I NC SOTMAPL LL EA TT II OO NN AA NN DD AA CC CC EE PP TT AA NN CC EE , OTFH NE EPWR OWPAOTSEERD BUTTERFLY VALVE SHALL BE PERMANENTLY CLOSED. .-4 .-4. z ...I � ..I -< w � 3: N z ..I � Cl 0. z 1-1 .... 1-1 11,1 co . z ::c � ::, I � - � z ::E 0 ::J 3: u.. 0 w (J z � � 1-1 1-1 � z u (J 1-1 1-1 1-1 REVISIONS BID SET CMid2w02e5stern Enginet·rs.hie. 802 Wc:sl Bromlway S1reet P.O. B01;. 295 Loogootee.Indiana 47553 DATE APRIL 2025 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 6 6 OF 29 I FILE NUMBER 44650 I Do Not Use Plan Previews for Take Off

z 0 Fu::, "" -'w z PTRVCANS5I'T-IO0N" TOUTSSIDDRE-35 STRUCTURE - 1== l�I I I I : I\ ·-· - • • • • . • • . .. . ,. .. • • • ' . .. • • • • • ' .. • , • •• • • 3'-o" ... CD r-----MANUFACTURER FURNISHED P A R S E H S C S R U O R F E T GC51-----0 TRANSMITTER ¾" BALL VALVE� C(NAOBLSE,PLCICOENST)INWUOIRUES INLENGTH CONDUIT TO SCADA SYSTEM ET Q-U5A8L5 -T8O0 -NLI BFC O #_,��---DUCTILE IRON SERVICE SADDLE, 8" D.I. PIPE ER QOUMAALG) 1w0/1 SSSTUA -I N8L"ExS¾S" SI PT E E( LO R U-BOLT PRESSURE TRANSDUCER DETAIL NOT TO SCALE X 4S"OLSVCEHNT. 4C0EMPEVNCT wF/I T T I N G S 5 ,_, 8 . . ®-+ 0 I ' @PIPE UNDER FOOTER 5 NEW WELL & PUMPHOUSE PIPING SECTION SCALE:½" = 1'-0" _FIN. FLR. + ELEY. 618.0' • . . ' • 4 • ' TOP FTG. .---....-,-.-........-. .,�- ELEY. 606.0'+ • ETOLEPY.P6IP0E3.5'+ ITEM No. 2 31 4 5 8 7 6 1 9 0 11 12 1 1 1 4 3 5 1 1 7 6 PIPING SCHEDULE DESCRIPTION W8"ELLPUMP DISCHARGE HEAD AND MOTOR X 8" X 4" 0.1. TEE 28"" C0.O1.MCBHIENCEDK VAAIRLV&EVACUUM VALVE w/ 2" BALL VALVE " 88 E " " N 0 0 D . . 1 1 R P 9 E 0 I S P S E + HAUSER" PROLINE PROMAG W400 METER ° BEND 8" X 8" X 6" 0.1. TEE B8 "L I0N. D1 GFAL AT NE GVEA LFVOERw6/" HFAL AN ND GWEH EFEI TLT OI NPGE R A T O R 28 4" "MW. JE. L9L0 "C AB SE INNDG 4P"IPPEVCSUFPLPOOORRTDRAIN DISCHARGE PIPE D PJA R R Y E A S R IN S . L U S I R M N E I E T H T F R L 2 UA 0 S N 05 H S Y M W -A IT IT THERWALL I -• I N I • 0 ,, I . , 0 FE ILNEI VS.H E±D6 1F8L'O O R 7 1 5 5 6 >------<5 f-----{4 PROCESS PIPING FLOOR PLAN SCALE:½" = 1'-0" OUTLET ;----AIR/VACUUM VALVE AIR VALVE RISER PROPOSED TEE 0 AIR/ VACUUM DETAIL NOT TO SCALE SCALE: 1" ½" 0 1" .-4 .-4 z ..I ....:l ..I < w H 3: N z ..I < � Q Cl. z .... - .... II.I co ><' z l: ::::, I- � � ii=: � 0 3: LL. 05 w � u z I �j .... .... HU z u .... .... .... REVISIONS BID SET @2025 Midwc.mm Engineers. Inc. 802 West Broadway Strcc:t P.O. Box 295 Loogootee. Indiana 47553 DATE APRIL 2025 DESIGN M.M.S DRAWN D.A.P. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 7 7 OF I FILE NUMBER _ 44649 29 I Do Not Use Plan Previews for Take Off

0 I . - N ' "' I "' ' 0 I <D 2'-8" 16" r14'-o" S( SI DE EE W AHLVLA CE XDHW. G 'FsA)N 12·-o" H+--+-ALUM. GUARDRAIL (SEE STRUCTURAL DWG's) --tt+--+-FOUNDATION WALL BELOW N ro I N (ASLEUEM . S TGRRUACT ITNUGR APL L ADTWF OG 'RsM) .J 5'-4" N �+--SIDEWALL LOUVER (SEE HVAC DWG's) 2'-8" 2·-10" 12" 2'-2" 14'-0" 0SECOND FLOOR PLAN (ELEV. 618.00) - BASE BID N SCALE: 1/4" = 1 '-0" 14'-o" 7'-0" FLOOD VENT NOTE: ,. 2R9EQ4 'DSQF.ORINCFHLEOSODOFZOFNREEEA AREA -l--t--{W1 .. ' I. ' . ·, .. , •.· t ... .. ·� ": \ NOTE: �_; ·, FS OE ER PE RX AOCCTE SLSO CDAWT GI O' sN _• •.• ; FLOOD VENT 14'-o" ' I r--- 10'-o" 0FIRST FLOOR PLAN (ELEV. 608.00) - BASE BID SCALE: 1/4" = 1'-0" WALL CONSTRUCTION TYPE W1 CONCRETE WALL (SEE STRUCTURAL DWG's FOR THICKNESS & REINF. STEEL) W2 8" CMU WALL w/ EXT. 2" RIGID INSUL. BRO, 2" AIR-SPACE, & 4" BRICK VENEER ENERGY CODE COMPLIANCE P9 0E .R1 -22001007 I NT DA BI ALNEA 5C. 5O-N 5S ,E RBVUA ITLI DOINN GESN ELROGCYA T ECDO DIEN BCALSI ME ADT EO NZ OANSEHSR ASEA R S OH O AL F L MEET THE MINIMUM "R" VALUES OR "U" VALUES AS INDICATED BELOW: = R-38; SEMIHEATED R-19 WWAALLLLSS ABBEOLOVWE GGRRAADDEE = R-11.4; SEMIHEATED R-5.7 = R-7.5 FLOORS = R-10.4; SEMIHEATED R-4.2 SWINGING DOORS = U-0. 70 . . . . ... t. I N 0) I . - ' "' I "' wA L/U MH.A NGDURAARI LD REAAI L. S I D E S(STEAEIRWSATYRUCTURAL DWG's) DOOR/ WINDOW SCHEDULE ROOM NAME ROOM No. FLOOR BASE WALLS CEILING OPENING DOOR/ FRAME HEAD JAMB SILL HARDWARE SET KEY # REMARKS No WINDOW DTL DTL DTL MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH 101 D1 F1 /H.M. H1 J1 S1 H1 Kl -- :,,: z w ::i 0:: (]._ '-' :::J z fX (]._ w w :::; 0 f- fw ti 0 I u w '-' '-' z f- ...J w I 0:: z f- w 0 "' u 0 >- :::; VJ u z z :::; w u :::; 0:: z z I ::J fw ...J ...J 0 0 c2 z <i: c2 VJ z 0 5 f- 0 s w ...J F 0 >- 0 :::; 0 z (]._ LL z (]._ (]._ F z VJ ...J u 0 u 0:: f- <i: -0: u 5 LL z >- >- I (]._ "3 >- w ti CD ...J I -0: (]._ "' "' 0 (/) I "' I :::; 0 w >- f- w f- (/) w f- 5' 0 w ::J 0 0 CD 0 w 0 (]._ -0: :::; X 0 f- f- ...J (]._ :::; f- ::::, "' "' 0:: ::, I 0 0 0 z in u ...J u u :::J CD ...J 0 u "' -0: w :::J 0 '-' 0:: (]._ :::; 0 w > w ;:i: ;:i: :::; :::J -0: "' ::, c2 ;:i: u u u u u ::J f- w VJ z "' (]._ LL u 0:: 5' LL VJ (]._ STORAGE 101 X X X X X PUMP RM 201 X X X X X FINISH NOTES: 1. EPOXY FLOOR COATING: HA SI G HM ASNOULFI DASC T UE PR OE DX Y BCY OSA HT IENRGW ICNO NWCI LRLEI AT ME SF LCOOOMRPI NA NG Y .S YPSRTOE VMI DSE H AA L L6 " Bx 6E" M O C K - U P PTOROODWUCNTESR AFSORREACPOPMRMOEVNALDEODF BCYOLMOARNU&FACTETUXTRUERRE. (SLIP-RESISTANCE). INSTALL ALL HIGH SOLIDS EPOXY COATING FLOORING SYSTEM SHALL INCLUDE THE FOLLOWING: a.BASE COAT: b. GROUT COAT: RESUFLOR MPE 3760 EPOXY AT 150 SF/GAL; TINTED w/ RDEECSUOFRLAOTIRVEUY6E75305/76075A5T V1IN2Y5L SFFL/AGKAEL.BROADCAST TO REJECTION. c. TOPCOAT: d. COLOR: EA LDLDAI TDIUV ER (42805 0M EPSOHL)Y AMS IPXAERDT I Cw /A TT O2P5C0O ASTF /AGT A LR EwC/O MSMLEI PN-D RE ED S IDSOT ASNA TG E . SELECTED BY OWNER FROM MANUFACTURER'S STANDARD COLORS. 2. RESILIENT WALL BASE: RT OE SE I LCI EONYTE B4A"S EH I GS HH .A L1L/ 8B"E TMHAI CNKU, F ATCHTEURRMEODP LBAYS TSI CH AVWI N YCLO, NCT ROALCOTR. ST RE AL DE CI TTI OE DN A LB Y O W N E R . 3. PAINTING: SA LHLE RPWAIINN-T WPI LRLOI ADMUSC TOSR SEHQA LULA LB E UPNRL EE MS SI U MN OQT EUDA L IOT YT HLEIRNWEISS EA. S S U P P L I E D B Y ARPE PC LOIMC AMTEI ON ND A TPI ROONCS E DF UO RR E SE N SV IHRAOLNL MBE EN T ADLO NCEO NI ND I TAI OC NC SO RADNA DN CSE U WR FI TAHC EM APNRUE FPAACRTAUT RI OENR. ' S WSR U E H M R IC F O H A V C E A E RH E A A P R I PN D L W I P E AR D LA E C, P ER H O A A T R N E D D C W T A I W O R I N L E L P A N R C O I C O T E R S BS T E O O R PI S E A U S IN . R TF E L A D IG C H E P T R P I F O RI R E X P TU A TOR R A E T S PI . O A IN N A. N T ID N A F G S T ; E IM ROI RLA P R A P I R N I O T T E I V N M ID G S E , REINSTALL OR REMOVE PROTECTION FROM ALL ITEMS. PROVIDE THE FOLLOWING PAINT SYSTEMS FOR SUBSTRATES AS INDICATED: PMRE ITMAEL:S 1T OCTB, EMSA CHROOPP OP XRYI M E6D4 6& ( DPFATI N T1E0D. 0 I NM I LF)I E L D : TOP COAT: 2 CTS, ACROLON 218 HS, GLOSS (OFT 6.0 MIL) PWROIOMDE T&RIMTOPORCOCAETM:EN2TCBTRS,O ESMIDEIRNAGL:D EXTERIOR ACRYLIC LATEX, SATIN (OFT 3.0 MIL) PPRVCIMET:RI1M: COAT, RUSTOLEM "XIM" PLASTIC & VINYL NT100 BONDING PRIMER T(LOIPGHCTORAET:FL1ECCTOIVAET,VADLUUREATOIOFN 5E5XTMEIRNI.O)R ACRYLIC LATEX, GLOSS (OFT 3.0 MIL) 1 2 3 4 GENE.RAL NOTES . .. DOORS SHALL BE PAINTED IN FIELD AFTER COMPLETE INSTALLATION. . . . UC TOINL ITTRYA CRTOOORM SAHSA LML A NF UURFNA CI STHU R&E D I NBSYT AJLLL I5N DLUBS TARBI ECS . F IMRNE T E4X8T I"N GAU. FI S. FH. E R I N w/ BFLROAOCDKEVTEMNTOSDESLHANLoL. BMEB8I4N6SCTA. LLED SO THAT THE BOTTOM OF THE VENT IS NG ROA DGER EWA THEI CRH ET HV EARN I1S2 "L EASBSO. V IEN STTHAEL L I NSTOE RTI OHRE FBITNMI S HO FF LTOHOER VOE NR T EIXST R2. " FAI NBIOSVHE W TTH H H O E E S RI E E N TI E D T R E IM M IO E S R N S S F IO H IN N AI L S S L H A R R F E E L M O A N O INO R. T USNHCOHWANNGOEDN. ALTERNATE MANDATORY PLANS, . I w (]._ f- "' 0:: ...J 0 :::J 0 f- LL W :::; Xw oz w -0: VJ f- >- (]._ -0: I I zo VJ (/) -o z z :::; 0 LL LL ::i )': >- >- >- ...J "' "' "' (]._ 0 0 �o f- f- u u Of- ;:i: ;:i: ;:i: X X ALUM. GUARDRAIL 0 w...J -0: w w f- (/) w0:: "3 zu 00 WU "' ::::, u X ' 0 I r--- (SEE STRUCTURAL DWG's) 14'-Q" ij N 0 SECOND FLOOR PLAN (ELEV. 618.00) - MANDATORY ALTERNATE SCALE: 1/4" = 1'-0" 0:: w ...J z w ::J z -0: ...J (]._ i"= w u > :::; (]._ w0:: :::J fX wff- w z<i: :::; "' (]._ (]._ "3 >- I "' f-0 w:::; � 0 u :::; "' ;:i: VJ (]._ X 3'-0" INT. ELEV. 01 I f- 0:: 0 D 0 :::; :is VJ i I VJ z 201 D1 F1 /H.M. A WA FG LL i >- "' �u ;:i: � PI NRSI UM LE.D S&T L PDAOI NOTRE D EXT. ELEV. D OR TYPE SCAL.: 1/2" = 1'-0" H1 J1 S1 H1 H1 J1 S1 -- ' 0 I r--- 3'-o" FRAME TYPE SCALE: 1/2" = 1'-0" DOOR HARDWARE SCHEDULE HARDWARE SET No. 1 3 DOOR HINGE ANSI Al 56.1 US32D/630 1 RIM txlT DEVICE w/ ENTRY LEVER LOCK ANSI A156.2 US26D/626 1 D OR BOTTOM SHOE w/ RAIN DRIP ANSI A156.22 MILL ALUMINUM 1 OFFSET ADA THRESHOLD ANSI A156.21 MILL ALUMINUM 1 ERIMETER SELF-ADHESIVE SEAL ANSI A156.22 BLACK 1 DOOR CLOSER ANSI A156.4 689 DOOR HARrJWARE NOT S: n n 1. USE THRESHOLD SIMILAR OR EQUAL TO PEMKO MODEL No. 2005A. 2. USE DOOR SWEEP w/ RAIN DRIP SIMILAR OR EQUAL TO "PEMKO" MODEL No. 3452AY 14'-o" S(STEAEIRWSATYRUCTUR L DWG's) ALUM. GUARDRA L w/ HANDRAIL . SIDE 12'-0" ': '. f �--. ,_,,. _ _'- ·:. �·,�.-J: -·�- ..,, .. �;· ·;. =•_:'� .,"'�:-: ·• :, ·�·--t· ·.#._ "'-� ., .. _._. .. .�:••. f -•. ;.. - ··� ,, . , ·.: "•" � t :' ... ' :.· . . , Kl SEE DOOR HARDWARE NOTES 1 & 2 -- -- PHR.MIM. EFDRA&MEPAINTED 1' 2'-0" "t,-- I FIBERGLASS ' (FG) WINDOW 0 I [2] ..., "t>-- WINDOW TYPE WA SCALE: 1/2" = 1'-0" MFGR / MODEL No. IYES/ 5BB-1-HW-4.5x4.5-NRP ARROW ' 0 I r--- / S1250-AL & SRX82-26D PEMKO / 21OAY P P E E M M K K O O / / S 1 8 5 8 8 B A L LCN / 4030 SERIES W1>-+.i. ,-+- FOUNDATION WA L BELOW (ASLEUEM . S TGRRUA CT ITNUGR PL L ADTWF OG 'RsM) N .. . ••-:-··-:.•�• !':._� •• ; ,-,. ,. ,:_- .I .-: 0 I N . . .. . . • ' . . . . . .. 0FIRST FLOOR PLAN (ELEV. 608.00) - MANDATORY ALTERNATE SCALE: 1/4" = 1 '-0" ARCHITECTURAL FLOOR PLANS • u = ,o i,,,-c ' -� 0 :� = 00 0. !;:� � .,;"� � Q) ti2 0 (l) -:, 0;;;: � g �.i:: "' :0 2 Q. " = ;; ,j " .E •..-1 " �Ol) N � " ] � ,�� -� = �- � � Q) r5 +- ,,�� 00 .:i:f.l_ N ·�� 0 N (l) ,:,,2� --� � iA� . �- � � "' '"O u , , � � a: ...... �.:: .... .... . 0 z _, � _, LLI � � N _, � a. 1-1 1-1 w co z :J: : � ::) I ii - :: � 0 � II. 0 LLI z � I 1-1 1-1 � z u 1-1 1-1 1-1 REVISIONS � - " "' " � 5 C � G:J t ·� -:;; ] a " ·•"" ,.c; Q C, .., ";I ,, .,. 0 ,, ,. ·• .,: g I " " - , " -g " ' -= � � i " .u � u ,::i: z ,::i: Cl z ,-, 0 � z ::J u j u BID SET C 202s Midwestern Engineers. Inc. 802 West Broadway Street 1-'.0. Bn:-: 295 Luuguul.-:1.:. lndi:'lna 47553 OATE APRIL 2025 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK N.A.K. PROJECT NUMBER 2024090-00 8 8 Of 29 I FlLE NUMBER 44648 I Do Not Use Plan Previews for Take Off

� ET/LEVM.U WALL = 626.67' � ET /L EFVI N. . =2 n6d1 8F.L0R0 ' � ET/LEFVIN. . =1s6t 0F8L.0R0' � E T/ LE C V M . I U WALL = 626.67' � ET/LEFVIN. . 2nd FLR = 618.00' ETLEFVIN. .I 1st FLR = 608.00' -1 -1 1 -_-!..!.J ,_-__ _ !ii i1 ii � [111 111 � 1 I;: --=1 I l-1 1:I I L • -P 1 'I- ' ,_ �---�-----------------------------------------------------------------------------------�---, I I I I �-------------------------------------------------------------------------------------------J C EXP. JNT H WEST ELEVATION SCALE: 3/8" = 1 '-0" --+--<A E ,--TTF===�I =11-1 1-1 - - 1 i' 11 11� IT11i' 1111 J "1 TI r1 I'. ' I '-'-I ,- -1 I I 1- �---�----------------------------�----------------------------------------------�-------�---, I I I I I I �-------------------------------------------------------------------------------------------J EAST ELEVATION SCALE: 3/8" = 1 '-0" � ET/LECVM.U WALL = 626.67' � ET/LEFVIN.. 2nd FLR = 618.00' � ET/LEFVIN. . 1st FLR = 608.00' C =/ = = K L A f---1+- D II II = I -=1 ill 11 11 I I I l i -11 1 =1 : --11 1 I I I �---i-----------------------------------�---L------------------ 1 I I I I I �---------------------------------------�---------------------- NORTH ELEVATION SCALE: 3/8" = 1 '-o" J 1 1 I. I� P �J I '.! I I� I ➔ I �---L------------------------------------------------------J---�--------------------------------- 1 I I I I I L--------------------------------------------------------------�--------------------------------- SOUTH ELEVATION SCALE: 3/8" = 1 '-0" ,l U w l 11 11 1� 1 I �I I 1 :-- �- 1,- p T/CMU WALL t$ ELEV. = 626.67' EXISTING BRICK COLOR & TEXTURE OF WELIHOUSE No 9 T/FIN. 2nd FLR $ ELEV. = 618.00' ELTE/VF.IN. 1st FLR c, = 608.00' 'l' -----------------------------------J· --� I I I _______________________________________J I -1- =---Llffi l l l l l l il :=111- rr- -..1.!.---.. I I I _____ ..., GENERAL NOTES THE BUILDING ELEVATIONS SHOWN ON THIS SHEET ARE USED TO REPRESENT THE BASE BID INTENT ONLY & MAY NOT ACCURATELY REPRESENT ALL ITEMS TO B T O E C D W O V G E ' s R E & D I S N P E T C H I E F I C O A V T E I O R N A S L L P S E C R O T A P I E N I N O G F T W O O R S K T . R U T C H T E U R C A O L N , T A R R A C C H T O I T R E C S T H U A R L A L L , R E F E R MECHANICAL, ELECTRICAL, PLUMBING, & PROCESS PIPING FOR ACTUAL SCOPE. PLAN KEYNOTE LEGEND: � EXPOSED CONCRETE WALL \V (SEE STRUCTURAL DWG's FOR SIZE) ® 4" BRICK VENEER w/ EXP. JOINTS ® 0 © 0 0 0 0 @ 0 5" SEAMLESS GUTTER w/ 4"x4" DOWNSPOUTS & REMOVABLE SCREENS (ASLEUEM . S TGRUUACRTDURRAAI LL SDYWSGT'EsM F O R D E T A I L S ) S(STEAEIRWSATYRU&CTUHRAANLDRDAWILG'SsYSFTOERM DETAILS) LIMESTONE OR CAST CONCRETE SILL BRICK ROWLOCK SILL SKYLIGHT w/ FLASHED ROOF CURB PREFINISHED MTL RIDGE VENT PwR/EFMINTLISHFEADSCMIAT, LRSAKTAENDTRINIMG S,SE&AMFLRAOSOHFING. PAINTED CEMENT BRD SIDING PAINTED TRIM BRDS L(SOEUEVEMRECH. DWG's FOR SIZE & DETAILS) �I!?._; E(SXEHEAUMSETCHFA. NDWG'S FOR SIZE & DETAILS) 0 ES NI MGI ILNAERE ROERD EFQLUOAOLD V E N T TO "SMART VENT" Ma)ODFEINLISNHo:. S1.S5.40-510 (01Y x2) bc )) RS I.ZOE. : S1I Z6E" :x 81"6 fN"Ox 8MfI "N A L d) S.S. TRIM & SLEEVE KIT: 1540-531-15 (NOTE: INSTALL BTM OF VENT 2" A.F.F. & NO MORE THAN 12" ABOVE FINISH GRADE) BUILDING ELEVATIONS • i--c . . . . . . . . • 0 z ...I ...I w 3: ...I a. .... .... II.I z ::c I- ::::, � ::[ 0 3: u. w z I . . . . . . . . z.... .... .... REVISIONS � 1--1 N � � � 0 � 1--1 () 1"5 ;:i ·= 0 -5 0 ..;: � ,,e c, "' � ,:i: z,:i: .... Cl z .... • � z ::J () 5 () BID SET �M1-d2w02�5�rcrn Engi11eers. lnc. P80.O2.WBeosxt 2B9r5oadway Street UJugootee. Imfona 47553 DATE APRIL 2025 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 9 9 OF 29 FILE NUMBER 44647 Do Not Use Plan Previews for Take Off

z 0 => 0 0 QC � PREFINISHED STANDING SEAM MTL ROOF-------- UNDERLAYMENT-------, w2 x/- UFNR-AFMAECDE DG AFBI BL EE R GWLAALSL S P BE AR T TS TI RN US UC TL U. R( ARL- 3D8W GM' sI N . ) 2x6 FRAMING PER STRUCTURAL DWG's SKYLIGHT w/ INSULATED ROOF CURB 1¾"xi\" TERMINATION BAR PREFINISHED MTL RIDGE VENT FLEXIBLE FLASHING OVER "LOOSE" H.D.G. STL ANGLE LINTEL SC TMRUU CLTI NU TREALL PDEWRG ' s R O DF OwA/M SBEAACLKA NE RT �---FIBERGLASS WINDOW UNIT FOR B( I LNOCCL KU D FER ASMT DE AI NNSCTHAOL LRA TCI OL NI P S ) PER STRUCTURAL DWG's----, l PLYWOOD SHEATHING / SKYLIGHT w/ _,,.,:::;::;::::,;::::=::::::::::::::::::.....__,/ INSULATED ROOF CURB MORTAR COLLECTION SYSTEM VENT MATERIAL MS ET LA L AZNETE &w / F ABSUTTEYNLE R S MIN. (2) BRICK WEEP VENTS MTL DRIP EDGE SEALANT w/ BACKER ROD @ BED JOINTS OF BRICK WHERE STL ANGLE EXPOSED 1SxH4IMSPVCASTRRIEMQ'BDRD BTM CMU LINTEL HF L. DE.XGI B. LSET LF LAANSGHLI NE G L IONVT EE RL 1x10 PVC STOOL PRE INISHED MTL EDGE TRIM--, 6" MTL FASCIA OVER 2x6 FLY-RAFTER-----111n=iit-,rssl SOLID SOFFIT w/ MTL J-TRIM-----1 PAIN ED 1x2 WOOD TRIM BRD-----1 PAIN ED CEMENT BRD SIDING-------t---111 SHEET WRB OVER f WALL SHEATHING-----r"l--+----1 I FLEXIBLE FLASHING iREFINISHED MTL Z-TRIM-- ----;_;..-:1:f;;t:t PAIN1ED 1x4 WOOD TRIM BRD 3 2B"RIOC.KC . WTEOEPP OVFENBTRSIC@K -- - -- Mw / TL H C E O M U M N E T D E R E F D L G A S E H I N G M S E TL A L A Z N E T E & w / F A B S U T T E Y N L E R S PI NESRT A RL LOAOTFI O NM F DR E TSATI DL S ,.,,..--2-PLY PRE-ENGINEERED WOOD TRUSS 11-t-t--r FRP LAMINATED 2x4 FRAMING @ 16" O.C. CONTINUOUS TREATED 2x6 B2TxM4 FPRLAAMT EI N GO VwE R/ BTRREICAKTEDV E N1Ex 4E R (ALLOW r GAP BETWEEN BRICK & PLATE) PLYWOOD SHEATHING / FRP PANELING w/ H-SPLICE @ BASE SKYLIGHT DETAIL SCALE: 1" = 1'-0" PI NESRT A RL LOAOTFI O NM F DR E TSATI LDS J1-�--c-.'::::\MTL CLEAT PER ROOF MFR STD INSTALLATION DETAILS �---MTL FLASHING �---(2)-2x_ FRAMING BETWEEN 2-PLY TRUSS @ SKYLIGHT --------,r P L YFWROPO DL A SMHI NEAATTEHDI N G JOINT REINF. SYSTEM @ 16" O.C. w/ EYE & PINTLE HOOK--------,_ F I B EBRL OG LCAKS SF RWA IMNED OI WN S TUANLILTA TFI OO RN (INCLUDE STD ANCHOR CLIPS)--HEAD DET IL H 3 i--s.,...cAL- =-E,--:1-;;-,, - =-,-,1 ,;-_-:co,,;;-1 - - ELEV. = 620.98' 1x8 PVC JAMB (6'-�" A.F.F.) 1x4 PVC TRIM BRD R O DF OwA/M SBEAACLKA NE RT J..:....U__, �\.+l--=-c-1FxIB8ERPGVLCASJSAMWBINDOW UNIT FOR 4" BRICK VENEER------t::,::,J 2" AIR-SPACE------i»;'t' 2" XPS INSUL. BRD-----1 _,,,__8" CMU WALL w/ GROUT & REINF. PER STRUCTURAL DWG's NEOPRENE EXP. FILLER---, FOAM BACKER JAMB DET B( I LNOCCL KU DFER ASMT DE AI NNSCTHAOL LRA TCI OLNI P S ) JOINT REINF. SYSTEM @ 16" O.C. w/ EYE & PINTLE HOOK--------t� ROD w/ SEALANT-----;:� SCALE: 1" = 1'-0" 4" BRICK VENEER------t,'>: EXPANSION JOINT DETAIL TYPICAL GABLE ENDWALL SECTION r--1;\"xi\" TERMINATION BAR 4 SCALE: 1" = 1'-0" J@OIN16T" ROE.INCF. .wS/YSTEM EYE & PINTLE HOOK SCALE: 3/4" = 1'-0" UNDERLAYMENT----, PLYWOOD SHEATHING I PER STRUCTURAL DWG's cbNTINUOUS TREATED 2x4--------._ TREAtED 2x4 SOFFIT FRAMING------._ PRE IINISHED MTL EDGE TRIM 5" MTL FASCIA -�==�ii IL OVEI B5E"V. S2ExA6MLGEUSTSTEGRUTBTREOR J::::_=1��F�:::J7 1 x4 SOFFIT FRAMING-- VENTED SOFFIT w / MTL J-TRIM---- BRICK WEEP VENTS @ 32" 0.C. TOP OF BRICK----- 4" BRICK VENEER--------1JOINT REINF. SYSTEM @ 16" O.C. w/ EYE & PINTLE HOOK-------l"'#;t--11! MORTAR COLLECTION SYSTEM-------,_ 32B"ROIC.KC. WBETEMP OVFENBTRSIC@K-----,. FLEXIBLE FLASHING w/ DRIP EDGE------- 'i' ET/L EFVI N. . =2 n6d1 8F.L0R0 ' ,---PREFINISHED STANDING SEAM MTL ROOF ,a�---"'------ATTIC VENTILATION TROUGH ,------UN-FACED FIBERGLASS BATT INSUL. (R-38) 'i' ET/LECVM. U=W6AL2L6 . 6 7 ' FRP PANELING OVER CMU--M CMU LINTEL PER �....,�illmif't�V COLLECTION SYSTEM FLEXIBLE FLASHING OVER STRUCTURAL OWG's-"'I?:;\·:: _/;;9 "LOOSE" H.D.G. STL ANGLE LINTEL ��1--:_ - - ---BRICK VENT MIN. (3) EBLT EMV . C=M U 6 L2I5N.T3E6L' MTL DRIP EDGE JOINT SEALANT EA. SIDE 8" CMU WALL w/ GROUT & REINF. PER STRUCTURAL DWG's FRP PANELING OVER CMU 6i'° WIDE H.M. DSOTORRAPFRANAMCEHOwR/S (GROUT FILL JAMB) 1!111 ·4".;�- 2" AIR-SPACE AY/t--4" BRICK VENEER 2" XPS INSUL. BRO ��t:t--FLEXIBLE FLASHING MEMBRANE OVER WRB AROUND PWROEO-D E NT RG UI NSESEERSE D �--SEALANT w/ BACKER ROD @ BED JOINTS OF BRICK (7'-4f l" A.F.F.) WEATHER STRIPPING DOOR OPENING T CMU WALL ELEV. = 626.67' 1�•x4FRPPERLIMAMETINEARTEPDVCPLTYRWIMOOBDROSHEATHING ST RI LELA TSEEDA L2E xR8 UPNLDAET RE SN E wA T/H 8A ". B .C' sM UP EBRO NSDT R UB CE AT UMR AwL/ DRWEGI N' sF . & -i,11-----8" CMU WALL w/ GROUT & REINF. PER STRUCTURAL DWG's WHERE STL ANGLE EXPOSED 6f WIDE H.M. DOOR FRAME w(/G RSOTURTA PF I LA LN CJHAOMRBS) - � �----PAINTED INSUL. EXT. STL DOOR HEAD DETAIL SCALE: 1" = 1'-0" 'i' ET/L EFVI N. . =2 n6d1 8F.L0R0 ' R NC E O O F N T E E C R : R ETTOE SWTARLUL C T&U RSALLA BD WT GH'I sC KFNOERS SA,L LR E SI NTFE.E LR/ECQMUUI R ELMI NETNETLSS, , & LUMBER SIZES/GRADE. 4 • -,.--1st FLOOR CONCRETE F2 On dU NFDLAOT OI ORN SWL AA LBL & <1 8" CMU WALL w/ GROUT & ""°"'""""' t);,':j----2" AIR-SPACE SEE STRUCTURAL DWG's REINF. PER STRUCTURAL DWG's---ffY:':>:' 2 F L1EfX�I B"L ET EFRLMAISNHAITNI OG N O BV EA RR "LOOSE" H.D.G. STL ANGLE LINTEL MORTAR COLLECTION SYSTEM JOINT REINF. SYSTEM @ 16" 0.C. w/ EYE & PINTLE HOOK 4" BRICK VENEER r�" FORMED DRIP GROOVE 4 ' st EJOA.INSTIDSEEALANT ,--,---,--�" WIDE WEATHER STRIPPING---r PAINTED INSUL. --'-;/Ll"-L..LJ PUNCH & DIMPLE EXT. STL DOOR-- H.M. DOOR FRAME TYPICAL 2ND FLOOR WALL DETAIL H1 HEAD DETAIL SCALE: 3/4" = 1'-0" ·I· CS TMRUU CLTI NU TREALL PDEWRG ' s T/CMU WALL i$i ELEV. = 626.67' MT RI NEEART EA LD W1 xO8O LT OI NPS UPLL.A T E w/ SILL SEALER 1¾"�" TERMINATION BAR---.. FLEXIBLE FLASHING OVER "LOOSE" H.D.G. STL ANGLE LINTEL MORTAR COLLECTION SYSTEM MIN. (2) BRICK WEEP VENTS SCALE: 1" = 1'-0" • FRP PANELING OVER CMU CS TMRUU CLTI NU TREALL PDEWRG ' s MINERAL WOOL INSUL. MTL DRIP EDGE--:'f=4ii SEALANT w/ BACKER ROD W H E@R EB ESDT L J OA NI NGTLSE OEFX PBORSI CE KD PAN FLASHING -t71"'---II --J--1x3 PVC TRIM BRDS @ TOP & SIDES .A"'--1--t--LOUVER JAMB DET SCALE: 1" = 1'-0" f0x6" S.S. FLAT HEAD SLEEVE ANCHORS -tt-- 1st FLOOR CONCRETE FSOEUE NSDTARTUIOCNTUWRAALLL DWG's (3 MIN. PER JAMB)-,-- JOINT SEALANT EA. SIDE WEATHER STRIPPING AT-6i" WIDE 7'�-77'---t- HP U. MN. C HD O &O R D FI MRPA LMEE a---t--PAINTED INSUL. EXT. STL DOOR JAMB DET IL SCALE: 1" = 1'-0" 'i' ET/L ECVM. U=W6A L2L6 . 6 7 ' 'i' ET/L EFVI N. . =2 n6d1 8F.L0R0 ' -·---- I I I I I I I I I I I I I I I I .. ,· . -- -- I I I I I I I I I I I I (/) (/) ::J (t'. � I 0:, MIN. (2) BRICK WEEP VENTS MTL DRIP EDGE SEALANT w/ BACKER ROD @ BED JOINTS OF BRICK WHERE STL ANGLE EXPOSED 1AxR4O UPNVDC FTARNI M SBL EREDV E 1 x4 PVC TRIM BRD w/ SEALANT H.D.G. CORRUGATED TIE S&EEDEMTAEICLHS. DWG's FOR SIZE . ' .. 4 �--1st FLOOR CONCRETE F2 On dU NFDLAOT OI ORN SWL AA LBL & 1x4 PVC TRIM BRD w/ SEALANT H . DB.RGI .C KC ORRORWULGOACT KE D S ITLI EL SLOPED @ 15" FLEXIBLE FLASHING w/ D R( I2P) EWDEGEEP &H OML IENS. SEE STRUCTURAL DWG's ' st SS EI DEE WMAELCL H E. XDHWAGU'SsT FFOARN S I Z E & DETAILS B T ME L ECVM. U=F A6N2 4R. 0. 00 '. STRIDEEASTED 2x8 BTM PLATE & w/ SILL SEALER (6' A.F.F.) �""'Hltll::if"o��-TREATED 2x6 MORTAR BED �,;L___...QS,t-FRP PANELING OVER CMU BRICK ROWLOCK SILL SLOPED @ 15" FLEXIBLE FLASHING w/ D R( I2P) EWDEGEEP &H OML EI NS. 4 1RxIP8PEPDVCTOTRFIMIT BARLLOSSIDES ETL/EVF.IN=. 26n1d 8.F0L0� 'cI:', <> MORTAR BED 'i' ET/LEFVIN. . =1 s6t 0F8L. 0R0 ' .; > . ·•,, �,· . ., < �.:>: •. �- FLOOD VENT ON . N & S WALLS LIMESTONE OR CAST WIN D DO R I W P S G I R LL O O w V / E - -, 'ff;,,,."1 (2) WEEP HOLES BTM CMU WINDOW R.0. ELEV. = 621.65' 1 x4 PVC TRIM BRD HALF HT 8" CMU (3'-7i'° A.F.F.) �;t-----FTRRPEATPEADNE2LxIN4G OVER CMU S3 SILL DETAIL SCALE: 1" = 1'-0" E P X A T IN . T S E T D L IN D S O U O L R . - --....-,--TT �" WIDE H.M. DOOR FRAME w/ STRAP ANCHORS----J-,-,- • ., 4 • • • q • <I .i ,--DOOR SWEEP w/ EXT. RAIN-DRIP TRIM ,,--ADA PANIC BUMPER SADDLE THRESHOLD E TL /E VF .I N =. 26n 1d 8 .F0L0R' 'c I: ', j .. 4 • >-t----1st FLOOR CONCRETE F2 On dU NFDLAOT OI ORN SWLAA LBL & S2 SILL DETAIL SCALE: 1" = 1'-0" EDXOTO. R R ABITNM- DSRHI PO E T RwI M/ - · · · -, ADA f OFFSET THRESHOLD---., f DOWELED EXP. JOINT w/ SELF-LEVELING SEALANT---.. 1st FLOOR CONCRETE FOUSNEDE ATSITORNUCWTAULRLAL& DSWLGA'Bs - --,...- SILL DETAIL SCALE: 1" = 1'-0" ... E B .. X A .. S T ,-E E R I D O E R - T A W IL A L - A L T O E N A -L S Y T � 'i' E T/ L E F V IN . . = 2 n 6 d 1 8 F . L 0 R 0 ' = = = SEE STRUCTURAL DWG's ,,--PAINTED INSUL. EXT. STL DOOR -t-t---r 6f WIDE 4 HP U. MN. C HD O &O R D FI MRPA LMEE ETLEFVIN. . =1s6t 0F8L.0R0' MCOOLRLTEACRTION SYSTEM BRICK WEEP VENTS @ 32" o.c. FLEXIBLE FLASHING w/ DRIP EDGE RF OOADM wB/ACSKEEARLA N T --,-...-MORTAR BED = = = BUILDING SECTION 1 TYPICAL WALL DETAIL SCALE: 1" = 1'-0" SECTION AT EXHAUST FAN SCALE: 1" = 1'-0" B SECTION AT LOUVER SCALE: 1" = 1'-0" SCALE: 1/ ARCHITECTURAL SECTIONS & DETAILS .... .... 0 z 1 1 - - 1 1 z 0 U1 1 - - )1 1 1-1 REVISIONS BID SET C 2025 Midwestern Engim:ers. lnc. .S02 We�l llroadw,1v Street P.O. Bux 295 Loogootee. !ncti,ma 47553 DATE APRIL 2025 DESIGN T.M.K. DRAWN T.M.K Q.C. CHECK N.A.K. PROJECT NUMBER 2024090-00 10 10 OF 29 I FILE NUMBER 44646 I Do Not Use Plan Previews for Take Off

i "' u w 0. "' I u � <{ "' w z w ", Dlv1s10N 04 - MISCELLANEOUS MASONRY 1 . FACE BRICK: PROVIDE UNITS COMPLYING WITH ASTM C 216 & WITH EXPOSED SURFACES MATCHING EXISTING BRICK OF WELLHOUSE No. 9 IN BOTH COLOR & TEXTURE. FOR ENDS OF SILLS THAT WOULD OTHERWISE EXPOSE UNFINISHED BRICK SURFACES, PROVIDE UNITS WITHOUT CORES OR FROGS & WITH EXPOSED SURFACES FINISHED. PROVIDE SPECIAL SHAPES FOR APPLICATIONS WHERE STRETCHER UNITS CANNOT ACCOMMODATE SPECIAL CONDITIONS, INCLUDING THOSE AT CORNERS, MOVEMENT JOINTS, BOND BEAMS, SASHES, AND LINTELS. GRADE: SW TYPE: FBS UNIT COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM AVERAGE NET-AREA COMPRESSIVE STRENGTH OF 3000 PSI. INITIAL RATE OF ABSORPTION: LESS THAN 20 G/30 SQ. IN. PER MINUTE WHEN TESTED PER ASTM C 67. EFFLORESCENCE: PROVIDE BRICK THAT HAS BEEN TESTED ACCORDING TO ASTM C 67 AND IS RATED ·'NOT EFFLORESCED". SURFACE COATING: BRICK WITH COLORS OR TEXTURES PRODUCED BY APPLICATION OF COATINGS SHALL WITHSTAND 50 CYCLES OF FREEZING AND THAWING PER ASTM C 6 WITH NO OBSERVABLE DIFFERENCE IN THE APPLIED FINISH WHEN VIEWED FROM 10 FEET. SIZE (ACTUAL DIMENSIONS): 3-5/8 INCHES WIDE BY 2-1/4 INCHES HIGH BY 7-5/8 INCHES LONG. (SUBMIT 30"x30" MOCK SAMPLES OF BRICK TO ENGINEER FOR INITIAL & FINAL SELECTION) 2. CMU CONTROL/EXPANSION JOINTS: CMU CONTROL/EXPANSION JOINTS TO BE RS - SERIES RUBBER CONTROL JOINT, RS-8 AND RS-12 AS MANUFACTURED BY HOHMANN & BARNARD, INC. 3. JOINT REINFORCEMENT: TRUSS TYPE JOINT REINFORCEMENT TO BE "HOHMANN & BARNARD, INC." MODEL No. 170-2X TRUSS EYE-WIRE OR ENGINEER APPROVED EQUAL. ALL COMPONENTS SHALL BE H.D.G. AFTER FABRICATION IN CONFORMANCE w/ ASTM A153. WIRE SIZE FOR SIDE RODS, CROSS RODS, & EYE-WIRE TO BE (S) STANDARD WEIGHT 9 GAUGE. COMPRESSED LEG 2X-HOOK DIAMETER SHALL BE ,1;" w/ H.D.G. FINISH. CAVITY WALL CONSTRUCTION NOMINAL DIMENSIONS: 8" CMU, 2" INSULATION, 2" AIR-SPACE, 4" BRICK USE PREFABRICATED CORNERS AND PREFABRICATED TEES. 4. WEEP SYSTEM: UV STABLE RECYCLED POLYESTER MESH, RECTANGULAR SHAPE, INSERTED IN VENEER WALL OPEN HEAD JOINT. MATCH COLOR SELECTION w/ MORTAR COLOR. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: HOHMANN & BARNARD, INC.; QUADRO-VENT 5. MORTAR COLLECTION SYSTEM: STRUCTURAL STRAND POLYMER MESH (2'") TRAPEZOIDAL CONFIGURATION TO MAINTAIN AIRFLOW AND DRAINAGE WHILE SUSPENDING MORTAR DROPPINGS AT UNEQUAL HEIGHTS. PROVIDE ONE OR MORE THICKNESSES AS REQUIRED TO FILL CAVITY WIDTH. INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: HOHMANN & BARNARD, INC.; MORTAR TRAP 6. EMBEDDED FLASHING MATERIALS: METAL FLASHING: PROVIDE STAINLESS STEEL FLASHING: ASTM A240 OR ASTM A 666, 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. FLEXIBLE FLASHING: 40 MIL THICK, SELF-ADHERING FLASHING PRODUCT MADE FROM POLYETHYLENE SHEETING w/ 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. DI ISION 06 - WOOD, PLASTICS, & COMPOSITES 1. WOOD TRIM BOARD: 1"x4" WOOD GRAINED HARDIE TRIM "HZ5" AS MANUFACTURED BY JAMES HARDIE BUILDING PRODUCTS, INC. 2. FACTORY-LAMINATED PLASTIC SHEET PANELING: GELCOAT-FINISHED, GLASS-FIBER-REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319, LAMINATED TO PLYWOOD AS MANUFACTURED BY NUDO PRODUCTS, INC. 3. PVC TRIM BOARD: 1 2 0.75" THICK SMOOTH FACE PVC TRIM BOARDS AS MANUFACTURED BY AZEK. GENERAL NOTES THE CONTRACTOR SHALL SUBMIT DETAILED SHOP DWG's & SAMPLES OF PRODUCTS TO THE OWNER/ENGINEER TO CHECK FOR COMPLIANCE w/ THE DWG's & SPECIFICATIONS PRIOR TO FABRICATION OR ORDERING OF PRODUCTS NOTED ON THIS SHEET. SUBMIT ALL NECESSARY WARRANTIES TO THE OWNER/ENGINEER FOR REVIEW & APPROVAL AS IT RELATES TO THE PRODUCT, FINISH, & WORKMANSHIP. DIVISION 07 - THERMAL & MOISTURE PROTECTION 1. GENERAL INTERIOR JOINT SEALANTS/CAULKS: JOINT SEALANTS/CAULKS SHALL BE ALEX PLUS, ACRYLIC LATEX CAULK PLUS SILICONE. COLOR SHALL MATCH OR BLEND WITH THE SURFACES BEING CAULKED. JOINT SEALANT/CAULK SHALL BE MULTI-PURPOSE, HIGHLY FLEXIBLE, AND DURABLE WITH AN EXCELLENT ADHESION. JOINT SEALANT/CAULK SHALL BE PAINTABLE, SHALL HAVE A 35 YEAR DURABILITY GUARANTEE, AND SHALL MEET OR EXCEED ASTM SPECIFICATION C 834. PROVIDE BACKER RODS AND PRIMERS WHERE REQUIRED. 2. MASONRY CONTROL JOINT SEALANT: A HIGH-PERFORMANCE, HIGH MOVEMENT, SINGLE-COMPONENT, MEDIUM MODULUS, LOW-VOC, UV-STABLE, NON-SAG POLYURETHANE SEALANT SUCH AS DYMONIC 100 BY TREMCO. PROVIDE BACKING MATERIAL AS REQUIRED FOR DEEP PENETRATIONS / JOINTS, INSTALL PER MANUFACTURER'S INSTRUCTIONS. COLORS TO BE GRAY. 3. UNDERSLAB VAPOR RETARDER: UNDERSLAB VAPOR RETARDER SHALL BE PERMINATOR, 10 MIL: 12'-Q" WIDE x 200'-Q" LONG AS MANUFACTURED BY W.R. MEADOWS, INC. SEAL SEAMS WITH SELF-ADHESIVE PERMINATOR VAPOR-MAT TAPE. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. ROOF INSULATION: UNFACED GLASS-FIBER BLANKET AS MANUFACTURED BY OWENS CORNING. PROVIDE THICKNESS FOR R-VALUE INDICATED ON DWG's. ASTM C 665, TYPE I; WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPEC IVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. FOUNDATION AND CAVITY WALL INSULATION: FOAMULAR 250 EXTRUDED POLYSTYRENE (XPS) RIGID FOAM INSULATION BY OWENS CORNING. 2" THICK, 25 PSI, TO PROVIDE A MINIMUM R-VALUE OF 10. BUTT EDGES AND STAGGER JOINTS OF ADJACENT PANELS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. WEATHER RESISTIVE BARRIER (WRB): "SHEET WRB" TO BE TYVEK COMMERCIALWRAP BY DUPONT. "FLUID WRB" TO BE TYVEK FLUID APPLIED WB+ BY DUPONT. INCLUDE FLEXIBLE ADHESIVE FLASHING & SEALANTS TO ENSURE WATERTIGHT INSTALLATION. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. 7. FIBER-CEMENT SIDING: SINGLE-FACED, CELLULOSE FIBER-REINFORCED CEMENT (FIBER- CEMENT) PRODUCT COMPLYING WITH ASTM C11 6, AS GRADE II, TYPE A. SHALL HAVE A FLAME-SPREAD INDEX OF O AND A SMOKE-DEVELOPED INDEX OF 5 WHEN TESTED IN ACCORDAN E WITH ASTM E84 & SHALL BE CLASSIFIED AS NONCOMBUSTIBLE WHEN TESTED IN ACCORDANCE WITH ASTM E136. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: HARDIEPLANK LAP SIDING "HZ5" WIDTH: 8" LENGTH: 144" THICKNESS: ,t" FINISH: FACTORY PRIMED, SEE FINISH NOTES SHEET "8". TEXTURE: SMOOTH 8. ALUMINUM SOFFIT: SOFFIT PANELS SHALL BE SOLID OR HALF VENT (5.9 NFA/LF) WHERE NOTED ON DWG's. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: PAC-CLAD; PAC-750. MATERIAL: ALUMINUM THICKNESS: 0.032 WIDTH: 12" REVEAL DEPTH: t COLOR: AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INCLUDE ALL TRIMS, FLASHING, & SEALANTS AS REQUIRED BY MANUFACTURER. 9. ROOF METAL: ROOF METAL SHALL BE 24 GAGE STANDING SEAM METAL ROOF PANELS FORMED WITH RAISED RIBS SPACED 12" 0.C. AND NO INTERMEDIATE STIFFENING RIBS BETWEEN. ROOF METAL SHALL BE ALUMINUM-ZINC-ALLOY-COATED (GALVALUME) STEEL SHEET COMPLYING WITH ASTM A 792, CLASS AZ50 COATING DESIGNATION & PREPAINTED BY THE COIL-COATING PROCESS TO COMPLY WITH ASTM A 755, PRE-FINISHED TWO-COAT FLUOROPOLYMER FINISH, COLOR AS SELECTED BY OWNER FROM MFR STANDARD COLORS. INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INCLUDE ALL TRIMS, RIDGE VENTS, FLASHING, CLOSURES, HIDDEN CLIPS, UNDERLAYMENT (PAC-CLAD HT), & SEALANTS TO ENSURE A WATERTIGHT INSTALLATION. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: PAC-CLAD; REDI-ROOF STANDING SEAM. RIB HEIGHT: 1il'' 10. GUTTERS & DOWNSPOUTS: SEAMLESS ALUMINUM GUTTER. PROVIDE THE FOLLOWING PRODUCT OR ENGINEER APPROVED EQUAL: PAC-CLAD; PAC-TITE GOLD GUTTER IGG-1 SIZE: 6 INCH MATERIAL: 0.040" ALUMINUM FINISH: PRE-FINISHED TWO-COAT FLUOROPOLYMER FINISH. COLOR: MATCH ROOF METAL INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. INDUSTRIAL CLOSED ALUMINUM DOWNSPOUT TO BE CONSTRUCTED OF SAME MATERIAL AS GUTTERS & SHALL HAVE SAME FINISH. SIZE: 4 INCH BY 4 INCH INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. DIVISION 08 - OPENINGS 1. EXTERIOR HOLLOW METAL DOOR: EXTERIOR HOLLOW METAL DOOR TO BE STEELCRAFT L-SERIES DOOR L16, POLYSTYRENE CORE, SEAMLESS LF SERIES EDGE, TOP & BOTTOM SEAL. DOOR ASSEMBLY TO BE BETTER OR EQUAL TO MAXIMUM U VALUE OF 0.700. DOORS SHALL BE SHOP PRIMED AND FINISH COATED w/ PAINT AS NOTED IN FINISH NOTES SHEET "8". 2. HOLLOW METAL DOOR FRAME: INTERIOR HOLLOW METAL DOOR FRAME SHALL BE F-SERIES, FLUSH, STANDARD DOUBLE RABBET FRAME, 16 GAUGE, COLD-ROLLED STEEL WITH 2" FACE FOR JAMBS, 2" OR 4" FACE FOR HEAD (REFER TO FRAME ELEVATIONS), AS MANUFACTURED BY STEELCRAFT MANUFACTURING. FRAMES SHALL HAVE WELDED CORNERS AND GROUND SMOOTH. MORTISE AND ADEQUATELY REINFORCE FRAMES FOR REQUIRED HARDWARE. FRAMES SHALL BE SHOP PRIMED AND FINISHED PER FINISH NOTES SHEET "8".FRAMES SHALL BE PROVIDED WITH APPROPRIATE ANCHORS, MINIMUM OF THREE (3) PER JAMB FOR DOORS UP TO 7'-0" TALL, FOUR (4) PER JAMB FOR DOORS TALLER THAN 7'-0". FRAMES SHALL HAVE FACTORY INSTALLED DOOR BUMPERS. 3. SINGLE HUNG WINDOW: EXTERIOR FIBERGLASS SINGLE HUNG WINDOW SIMILAR OR EQUAL TO "PELLA" IMPERVIA SERIES COMPLETE W/ POWDER COATED WHITE FINISH, /f INSULATED TEMPERED LOW-E COATED GLASS UNIT, POWDER COATED WHITE CAM ACTION INTERIOR LOCKS, & HALF-SIZE BLACK VINYL COATED ij MESH SCREEN CLOTH SET IN WHITE BAKED ENAMEL COATED ALUM. SCREEN. 4. SKYLIGHT: EXTERIOR ROUND SINGLE DOME w/ PREFABRICATED CURB SIMILAR OR EQUAL TO 'VELUX" MODEL No. CT1. SIZE: 36 INCH BY 36 INCH DOME MATERIAL: POLYCARBONATE (SMOOTH BRONZE) FRAME MATERIAL: 0.06 INCH ALUMINUM w/ MILL FINISH CURB: CCA3 (STEEL, DBL WALL INSULATED, 18 Go.) INSTALL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS/ DETAILS FOR WATERTIGHTNESS. DIVISION 10 - SPECIALTIES 1. WALL MOUNT FIRE EXTINGUISHER BRACKET: WALL MOUNT FIRE EXTINGUISHER BRACKET AS MANUFACTURED BY JL INDUSTRIES. BRACKET MODEL# MB846C WITH CHROME STRAP. MOUNT AT 48" AFF TO TOP OF BRACKET. PROVIDE AND INSTALL 5 LB ABC FIRE EXTINGUISHER. GENERAL ARCHITECTURAL SPECIFICATIONS • ,-..,c .... .... REVISIONS BID SET Cl 202s .�1idwc�tcrn Engineers. Inc. 802 w(:�( Broadway Street P.O. Box 295 Loogootcc. lndi:111J 47553 DATE APRIL 2025 DESIGN T.M.K. DRAWN T.M.K. Q,C. CHECK N.A.K. PROJECT NUMBER 2024090-00 1 1 1 1 OF 29 FILE NUMBER 44645 Do Not Use Plan Previews for Take Off

RkJQdWJsaXNoZXIy NjAyODM2