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Home My WebLink AboutPWC Carmel 12-16-19 (3) (1)TENANT BUIL D OUT PET I/I/ELLNESS CL lNIC � 3080 G�ar� d Blvd. Ste �20 , Car�nel %dia�a 46032 � - censipn St Q .�nt Carmel � p,i. . - � :.i( VICINITY MAP ��`�EN � � H�F �''.. : ��e.��o ;�9-; _ .�- �No PEso�,s � �: _ = ��. r.rE�F :� : '-Po�;�"...�,,�a,a : s``,.' o, Fs � � � '6' ��° � �� ;;•o• 12 DEC. 2019 ENGINEERING SERVICES BY.� 'l�?i' - .��, ❑ ,�i, , ,� ":II THIS PROJECT IS OESIGNEU ALLORUING TO fi75 IAL 13-1 FIRE 8 BUILOING SAFETY STANOARUS c 0 n A G .� � _.,i � NORTH 6751AC 13�2.6 INDIANA BUILDING COOE, 2014 EDITION IIBC, 2012 EDITION, iST PRINTING) ANSI A717.1-2009 EFFECTIVE 12i1114 fi751AC 16-1.4 INDIANG PLUM8ING COOE� 2012 EDITION EFFECTIVE 12124i12 fi75 IAC 17-1.8 INDIANA ELECTRICAL CODE 2009 EOITION �NFPA 70�2008) EFFECTIVE 8�26109 fi751AC 18-0.6 INDIANN MECHANICAL CODE, 2074 EOITION �IMC, 2072 EOITION� i5T PRINTING) EFFECTIVE 72%11q 675 IAC 19-4 E� INDIANA ENERGY CONSERVATION CODE 2010 (ASHRAE 90.1, 2007 EOITION, AS AMENDEO) EFFECTIVE S6i10 fi75 IAC 22-2.5 INDIANA FIRE CODE, 2014 EOITION QFC 2U12 EDITION, i5T PRINTING) EFFECTIVE 12iV14 675 IAC 25�3 INDIANA FUEL GAS CODE, 2014 E�ITION (IFGC, 201P E�ITION, 2N0 PRINTING) EFFECTIVE 12iii14 fi75 IAC 28-1�2 PORTABLE FIRE E%TINGUISHERS EFFECTIVE 12i15i12 NFPAW 10�2010 fi75 IAC 28-1�5 INSTALLATION OF SPRINKLER SYSTEMS EFFECTNE 91pfifl2 uocne ��.�mn RELEA$ED FOR CONSTRACTION :iRE a�anm cooe eFFecTive aisaita Su6jec� �o compliance with all regula�ions o4S�a�eantlLocalCodes SAFETYCOUEANSIIASMEA17.1�2�04�ASAMENDEO�ANSI�pSME A17.1�2007�ASAMENDEUEFFECTNE City of Carmel Jj¢a��1 �Von�n�olf � � onrE: 01 /13/20 HOFFMAN ENGINEERS, L. L. C. P.O. BOX 344 PINELAND, FLORIDA 33945 239-4 72-254 7� FAX 239-4 72-2557 ste ve@hoffmanengineers. com www. hoffmanengineers. com "GLOBAL COMMITMENT WITH A MAIN STREET ATTITUDE" w Ma�r Sc lain St W Main Sr �N M�" � i.i ;_�) �;rn,d ��ui;�.;,; �id F:_, Lrai f i�l�fn� ��allt�� )� LOCATION MAP INDEX OF DRAWINGS T1 TITLESHEETiMAPS!INDEX C1 AR�HIT��T�R��SIT�P�A� A1 LIFE SAFETY PLAN & CODE A2 ADA STA�IDARDS A3 FLOOR PLAV A4 REFLECTED CEILIf�IC PLA� P1 F_UP:931NG PL4`I M1 MECHA�ICAL PLAVI E1 E_ECTAICAL POWEA & LIGHTING P AN �l!�fr�. i, NORTH 15/19/84 T1 o� 0 O MAIN STREET I ,, � ,,� ;� .,4 <<�_ ;6 ��,��-�,� N8506'�SE 4661.59' 1. � _ _ - — — ` �� 1 55 s H1� a HB A5 � � 2.1' Tall - �$YUCI( Wd1I — S.l' —$ � Q� W / i � z ' C S_Of. �i�tlY�fY� I e �� / ; m - II��,A� — ��li � � �, � r p Illl�i ,4 Z � ' K w � li S � � � O � � w N — — � Z � �t �.�. _ I l�i , I II � I � 4 �l . « — I o � i, z — — II —I .." I I, II�`._.:., �� P2 �� ♦ P4 TVP. I HO � --- '-` � � �. � " ^_ �' � � �� ,� �� H10 � \ H9' — � �\ � � � t � � � �� '_ • �� _ � � • \ �� '� �+ � '. � � � � � � A21 H] H2 M qfi � , 1 �� Vl �` � � � N89°06'43"➢ 199.96' \ - — — . —9 U.C__ — m — — — _ _..'\ ,� � \�\\ /"� ' . - _ � H2 � _ � ' � �� H � �. � � �� i I i � \0 Y1 \1 �� /, � i � ` � , ��1 �� -%/ �� ' j � �z� 1 � 1�� V�� . �;' � . ' 'i 10 BSL \ ` �I� , .. iE I I T�-120 PROPOSED BUILDING � � 'I� 1s5 \ �qsmE7ER 1 8'SF � GFA=11,350 �� " �a\�� i / / / SITE PLAN NOTES PAVEMENT P� STtwDARDDUTVHSPHALTPAViNG P2 RIGHT-OFWAYCONCRETE P3 STANDARpDUTYWNCRETEWITHi'CHAMFERE�CORNERS P4 STORMINLETWITHGONGREiEAPRONSHOWNONSHEETG502 P5 MATCHEXISTINGPHVEMENT HARDSGAPE Hi e^cuaenriocuTrea H2 PROPOSEOPATIO u� iNreoan�wniKnuocuea H4 MATCHEXISTIPIGCOFB HS TAPERCUR9WITHIN3FEET H6 CONCRETEPARKMGBARRIER H] CONCRETESI�EWALK rve oEaaEssEocuRa H9 ACCESSIBLERNMP H10 PAVEMENTFWSHWITHSI�EWALK ii �asTirvcTreausFORmEreaao�ocATiory 12 CURBiURNOUT ACCESSORIES ai eounao OBIKERACK � DUMPSTER E%CLOSURE P4 LIGHTPOLEAPIDBPSE � MASONFY 6CREEN WALL. REFER TO �ETAILON 6HEETC201 A6 HMIDRAILONBOTHSI�ESOFRHMP SIGNAGE & MARKINGS 51 ACCESSIBLEPAFKINGSPACEWRHSIGN 52 STOP SIGN 63 PE�EffiRIANCROSSWALK so a^cnirvTEowHiTEsouourvEs�Trv� ss a°vnirvTEowHiTEsouourvEiswrvo S6 DIRECTIONAL PAINTE�ARROW EXISTING FIRE HVDRANT s wnreremeree � �, � FFE=871.20 ` � o � "a � , III � . I � GOMM CONNEQION � I � y�, �§j I f P� I—�__—�15L5� \\p� ��'1 1 1�\` � A -: I I I I J � V P' 54 TVP. k5 P4 J � �`15, � I �� 1`: n � �\ �^ °V �\ 2B. �\ / � III Pn Iz �II�„ ��-I-� � I �i � � RELEASEU FOR CONSTRACTIDN I Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel Jj¢a��1�Von�n�onJ � � onrE: 01 /13/20 � ELECTFIC METER I 95f � � H3 � � �� >. TYP. SE P1 �� I14 \ H1 � 14 P.. � P4 P1 L"J n, l Y , , -I-�-I-9-I I I ^ �I �.1 � - - } M,j 69' $1 I ] fls�. �`.'•... � � / I I I I I\ ..' I��'I`8'I HB I'�9�'I P, 55 vt �� TVP. SC % �iti � PQ. R4 z '—' I 90' I I I I I I I � II I I EDWARD ROSE Keystone 81ock DEVELOPMENT CARMEL W�� o �' �� On Linef INST. �2015043983 -� � I i I �a� �I P1 ��, �. 1 �, 1;1 1';, � tl 1,. �,`, �1' �� \ "' a � � �,� , 2 1� �� ':� � ��iA� ��'�;'� ��''� H6 . . .� � �i�l ��'�.ei� ��!�i. .. �. tp'' � I,. � — 1 � nt 1 I � � I III 1 . ry az � ns � � a�`ul `�I � � 6�� — � 10 BSL .� � � � � �� I� � �I 1`� I�1� II ' li � � � '�II I,� „� �i O � As ; � � a.: ��w � �� I � � 'i � �ill �'i � �� H0 � C H1 . . � ` i� � �'• �I i� �� H 12 � � 10' 86�(1 ��'. � �� / � ��. J, _. � / .� � ss �.. i N00°14'29"E 116.40' P< \ O I I \ � 10 I � � �� ` /l -ir --p � .�� OT 104 LOT )03 ��i �� _ � / ( � \�� A CHITECTURAL �ITE PLAN SCALE: 1 "=20'-0" � / / '!i .� SITE PLAN LEGEND UTILITIES PAVEMENT I� RRE �EPiHOOKUP � ORNHMENTHLLIGHT � STANOAR� OUiV ASPHALT gV FIREHY�RHNT � STREETLIGHT L°J POSTIN�ICATORNLLVE � PARKINGLOTLIGHTIIHEA�) � � CHILLE�WATERMANMOLE �� GARKINGLOTLIGHT�2HEAD1 CONCRETEPHVEMENT QQ WATER MANHOLE � PARKING LOT LIGHT (3 HEA�� 6 sarewK�erewrvrreo�eox � cnRrcirvc�oru�rvrwhenoi LINETVPES yN(� SPRINKLERCONTROLVA�VE rl COMMUNICATIONSJONCTIONBOX --- RIGHTOFWAYLINE }y_- SPRI%KLER Q FENCE I GOMMUNIC9TION5 MANHOLE 4 SPIGOT GUARDRAIL 0 COMMUNICATIONSPE�ESTAL IO WELLHEA� � COMMUNICATIONSRISER HUILOINGSETBACKLME � � WATERMEfER � TRqFRC910NALPOLE BOUN�AkYLME � WATERVPIVE � TRAFFlCSIGNAL SEGTiONLiNE � GASMETER �� STOFM0.FANOUi � cnsvALve g eEEuivEw�ET ABBREVIIITIONS � e�eeraicmauHo�e � cureew�eT eow aicHroFwnv BSL BUILDiN65ETBACKLME Q ELECTRIC OUTLET • FLOOR DRAIN ESMT EASEMENT � ELECTRICMETER � ROON�MLET �.&UE. ORAINHGEANDUTILRYFASEMENT � ELECTRICALRISER FFE FlNISHFLOORELEVATION � SOUAREINLET I� TRANSFORMER �n STOftM MA%HOLE �/ om,wcuoa � oowNsaour N I� ELECTRICJIINCTIONBOX Q SAPIITARYSEWERCLEANOUT Im GENERATOR � LIFTSTATION fY UTILITYPOLE � SqNITARYSEWERMANHOLE �/.� C � UTILIiYPOLEW/TRAN6FORMER �S�le SpNITARY3Tll9MARKER yy C OTHER � s��N oaa eounRo S � anawNc weee�sroa SCALE I" = 20' � � ACCE5518LE 9PACE iz PAAKiNccouuT p �0 20 40 I � HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� (F) 239-4�&255� �..'�v��y?hY-a�mg'xTs�_ _ _ _ _ ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" 0 U N � N 0 Z � O U � � � � � � � � w m � m Z � � J � � Z J � = Q W i � Z � � E Hw°�°U a O M � CONSTRUCTION DOCUMENT 12 DEC 2019 ��""�EN �� uq�F ��4 H ��l�Q ��1s^FpFo'oi�v�� 2 N�. �EOC�io 8a _ �1 a"TAT. � [(� °�`�, �Noi�.ti�.�Z�'.�� 4SS�ONAL E `��a 11 111\\ Step en Q Hofima - Engineer � � � � ARCHITECTURAL SITE PLAN C1 RELEASEU FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�j sv�� \'��v�AWnT � PROPOSED OFFICE SUITE AREA: 1,583 SF BUSINESS (B) SPACE PER OCCUPANT: 100 SF OCCUPANTS:16 NUMBER OF EXITS REQUIRED: 1 PROVIDED FIRE EXTINGUISHER 1 REQUIRED PROVIDED 5 � FIRE PROTECTION DESIGN CRITERIA THE iENANT SPACE IS PflOVIOE� WI1H AN AlIiOMATIC SPRIKKLER SYSiEM. TNE FlAE PROiECiION CONTRACiOR SHALL BE RESPONSIBLE FOR THE MODIFICAiION OF iHE ORIGINAL �ESIGN, PROVI�E NEW UYOUT WITH �ESICN UN�ER THE SOPERVISION OF A OCENSE� PROFESSIONAL ENGMEER, AN� ALL MAIERIALS REQUIREO FOR A COMPLEfE INS7ALLAlION OF 1HE PROPOSED 1ENAM FINISH OF iN15 SPACE CON1RACi0R SNPLL PREPPIVE ALL NEEOED DRAWINGS, ALL REOWFED CALCl1UTI0N5 AND PE SFALS, AND HAVE APPROVAL OF RLL SiAiE, LOCAL, PN� INSURANCE UN�ERWRITING AUTHORRIES AS WELL AS AIEEfING ALL NFPA REOUIREMENIS. iHE SPRMKLER SYSiEM SHALL BE TESiE� UN�ER PRESSURE BY FIRE PROIECPON CONIFACIOR, INSPECtED ANO APPROVE� BY LOCAL FIRE MARSHALL PRIOR 10 ACCEPiANCE BY OWNER. CONSIILT WITH IAN�LOR� OR REPRESENiAiNE FOR E%ACT E%ISTINC CONDRIONS OF FIRE PflOiECiION SYSTEAI, FOR L�CA➢ON, CONNECiION POIM, SIZE, ttPE, EfC., nNo cRircRin. 6" T EXIT tXl I 4J � LAFE SA�FETY PLAN � NORTH 6" DEMISING wu� HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� (F) 239-4�&255� �:�hr A �� s-- �� so "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" 0 U N N 0 Z � O U � � � � � � C � w m � m Z � � J � � J Q W � � z � � E Hw°�°U a O M � CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��4 ��Q'Q_�EG�'�'F F�`:i2i9'�. `h. :y: — ' Nc. 'E6C016'88 �: — = oi :� = 2 � ` 3rnr=C= : ¢, _ ��'�o'c�.�.iNoih „N?%�� 45`S�ONAL E �0�� n ua� Step en Q Hofima - Engineer � � � � � LIFE SAFETY PLAN A1 onrE: 01 /13/20 HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 x i Ih N/+x i/4 - i 2 PINELAN�, FLORI DA 33845 (0) 239-4�2254� r PLUMBING NOTES� (F)zas-a�azss� 36. N,„ Hot water and drain plpes under lavatories shall be Insulated or otherwise conflgured to protect agalnst contacL °'�,�`��`�"z '� ,; RrP� There shall be no sharp or abraslve surfaces under lavatories. �� OTHER NOTES�, , so - Sinks shall be mounted with fhe counter or rim no higher than 34 inches above fin, floor, ��oaA� coMM��ME��w��' - Each sink will have a mirror above the sink that complies with this standartls. a Ma�N sraEE1a11�1uoE w��K s��EE� - Knee dearance lhat Is at least 27 in. hlgh, 30 In. witle, and 19 In. deep shall be provided under slnks. - Each sink shall be a max. of 6112 in. deep. �� NorEs� ,E�„�„_ �„,��Es ,N , E„E,_ �E„E,Eo �„qN�� ,N ,�„E,_ - A dear floor space af least 30 in by 48 In. shall be provided In front of slnk to allow forward approach. The clear r15LOPF— ` x' "FRF x's"`F"F`P`""F NOT TO FXCFFD '" floor space shall be on an accessible route and shall extend a max. of 19 In underneath the sink. ��, �:��N,E�S��PE 5n2� � N��, ��:EEo �-zo -Items like such, but Ilmitetl to coat hooks, dlspensers, shelves, antl toilet partltlons fo comply. MEASUREMENT OF CURB RAMP SLOPES ACCESSIBLE ROUTES AND GROUND AND FLOOR SURFACES DETEQA�LE SCA : ..5. SCALE N.T.S. wa�wue .St211C�21"C�S S-0" min SUKrnCt oF Knvr 5�� nm bERTICAL PROJECTION - - OR RISE � \ J__- � � � � -' � -� , , ,J �� _=� � � � noRizoura�PRo�eaiou NOTES: X< � i � � / o��uu �I � � v i. � / or�eaao�e G.C. IS TO VERIFY TI1AT ALL 11ANDICAP FIXfURES, / � �� , � I i �� hARDWARE, RAMPS � STAIRWAYS MEET ThE MINIMUMS ffi �� _�,� �� -- MAXIMUMS ShOWN ON Th15 ShEET. � �� v�,:ivuv noRizoNrni_ - � �CANNOT SWING INTO blUibub KiSE PKOJECiiOia REQ��. EXIT WNV SIOPC W. P/P/ fT. P/ �� s 30 �60 30 � Plan-2B: Standards Minimum Plan-1B: Standards Minimum with i�.i6T0 i�.i9 30 960 h0 i2 � zo 30 �so so �s �� with In-Swinging Door Out-Swinging Door I n se Del I- .tall md -. pl mb��G h l I.r aee�l -I I, naGon. . H- dcapp � g-g,lor ch b-ch iz b t � me mall � NOTE� - -a�-�c�immciamn5acoimcaoo�.s�,��5iecio�a�aso��i �„�c�,�� N RUNCATED DOMES FOR �xisnNcsu�s.euaowcs ' s��vee�io. ee.nn,�me„�emEeo�me�„ie„ieorme �oomo� ,r,u. %�'O X G�-G�� 4S.SO SC�UBie Feet 7�-�ef X rJ�'�e� SrJ.00 SC�Uai2 F22t �� (� DO NOT USE T �ii��"°,ei�R°,vPoiv�NsioNsr��R'oNsrRu�noNiN ee DETECTABLE WARNING. �- � ��Norr,aun�s USE "V" OR "U" SFIAPED TACTILE SURFACE This plan sho��vs a tVpical example of a single-user toilet room t"at meets t�e Th s pla^ shows 2 tyD c21 ex2'nD e of 2 si�a e-user toi et room that meets the � Z �� v.�x�wuv noP�zo��r�� minimum re uirements of the 2010 Standards v+hen the entn door sa�in s into +--� �� s� �� ' �� over the dear floor s aces and�Clearances � e� uire�d at the fixtu es�if a dear m�nimum widthrenents of the 2010 Standards. Features �and � e I�veioo- � J�� w� �� ° ��"�"� ��' `� �� floor s ace com I� in with section 305.3 �minimum 3� � y nches�� o� beh e side wall of th guaper cl^set avatory; U � � p _ ,a,,,,, m �eeenth ��B ��M �� 7EEpER7n, N,., 0 3 � � P q � �-mch minimum circular wheelchair turn n s a�e�. and 36-inch by�8-inch �(� �(0 eur uo sre�r7z � p p/ q � Inches b 48 I � A:�... *�� -s �— �-- -- provided outslde the arc of the doorswing, secfion 6032.3 excepficn 2.7he clear naneuvering space for the ou6swinging entry do„r. Section 604.3.1 of �� ei papt, sreePez m:�u ��. � z n � so s � s � :� .�. � required manem�ering space for the door.. section 4042.4.1 and Figure the 2010 Standards requires a`loor clearance a: a vda:er closet that is a m� m� e�rNosr�rr� ° 4042.C1(a), also'�safactorinrooms'rze.Th'�sclearspacecannotbe m'mlmumof60 'meheswideby56'mchesdeepregardlessofapproach_ � � � � mnu i io � _ � � ` obstmcted bythe plunbing flxtures. Secfion fiO4.32 prohlClts any other plumbing flxtures from 6eing located In � J� ., ' n S�oPe st[ePeRmnN i-a N�f �i �oweo ea�k wau smewou Ch�15 GIBBf Sp2Ge, BXGeFI �Ifl fBS�ldeflC�l3l dWBll�lflj Ilfl�lCS. ThB 20�0 SCBfld3fdS. � W L Q� Gr2b 8ar5 at wateY CIOSetS GYab �ar5 at wateY' CIOSetS atsection304.3,allowstheturningspacetoextentlinrotoeandk^ee space Z�j v� L provided beneath flxtures and other elements. Rec�lred maneuvering space I.J.J � O� fortheentrydwrflnsldethemom)mustbeclear ofallPixtures.lfthedwr � W � (� had both a doser and latch section 404241 and Flgure 40�241(cl � M requlre addltlonal space on the latch side. � J6' MIN. 4a' MIN. 1S � a6' MIN. SCREEN WALLS 3G m�n i 2 m�n 4,,... 32 „n OR SMELDS DO MAX. NOi EX1EN� �� iice�aic �e' uirv. ie' uirv. BEYOND RIM �� Door locatio�i � / _ � — � I m — — _ . ___ ^ a i q � i II UV. z � CONSTRUCTION � _ �� i ��R 'i = , ��R , DOCUMENT i F�ooR /^� a ��, F�ooR ; � SPACE CLEAR I\ I v a i SPACE i :i � � � - i� �.D � n m � FLOOR V g �i i 12 DEC 2019 � m_ � �� unuu co m�� I ^' � � SPnCE �____—� �. E C. n�6•. 4 i z = � I . �a� � � � 56 m� � � LEVEL PREPEBFED ��N .'E6 �� S2 mm � � ------� � ♦ N_ �5 whee�Ghalr TUYI"IIYIOJ �JpaGe p p � �°��°� n' Mnx. �owea �,� "RFo'�.'��y"'z T—��a�l�d ��aGl� f0� h2iii�lalJi 59m�n v� flr m un[edv�c ( � OR FLOOR SCREEN WALLS �� C016�88 i� � Sfi' MIN. WNL Mi�. W.C. OB" MM 29� C��fT �vvrwr.n o�iy ss' uw. (F�e. uro. w.c.) o �«e�aPP��a=�� FRONT & SIDE VIEWS TOP VIEW =�; �� E � g� TUrYlS nb�� :�o; ;rnr=c= :�a,� Standard Stall End Stall W.C. Clearance Urinal Detail "'''"�F''`°'-="�" G�°'` s aa �„ , ��i S�O; AL1"� �P��` eq�ipm�e p�mee � �� a �� -a�„e�e „��„ �-- � o�noi Step en Q Hofima - Engineer 0 � � ta �—L-L e a ' � e M � — o 0 I� ^ � . � I za mM i e e i � i m��. � s m�� u m„= � ,h m a "' Spout fleight and ' � control wall � back � - Knee Clearance 6 36" by 36" St°�� 36" bY 36•' Sto�� ______ __ ______ ��p�r o � Grab bars at Shower Stall Grab bars at Shower Stall = _�; � back � M _ _ z� i i_ z � . m a r " � — c r r ; ; E � . � � .............. .............' � °' _ � E E L B' MIN. 6 MAX. /� D/� a i:�i'/.%�ii'/,%�i%�l 4r+' mm. KNEE CLEAR TOE CLEAR �••� �••� E "� "'" STANDARDS ' FRONT VIEW oEPTH � TOP VIEW SIDE VIEW RELEASEDFORCONSTRACTION �� '-'��'" TOWeI DlSperlSer' � • <e m�� m = pQ''�T`FR��i,e Su6jec��ocompliancewithallregula�ions � I o4S�a�eantlLocalCodes 36�� by 36�� S[oll 36" bya36l Stoll �smax CIP.aI� �I��I� �pc�1Ce @ LaVc��.�I�IP.rJ .�2 � R� City of Carmel ,y r Size and Clearances Grab bars at Shower Stall Shower Seat Design � ��,�'��,��w,a � a�o \ � onrE: 01/13/20 � TO STRUCT. ABOVE � 6" WALL TYPICAL DEMISING WALL SECT NOT TO SCALE TO STRUCT. ABOVE DECK, SEALED VOIDS ABOVE RUNNER ING AS SCHEDULED \NNEL BRIDGING AT 10'-0" MAX. ABOVE SH FLOOR AND 2'-0" BELOW ROOF DECK METAL STUDS AT 16" O.C. MINERAL WOOL ACOUSTICAL BATT S" GWB TYPE "X° EACH SIDE, FINISH AS iEDULED �E, AS SCHEDULED ;HOR TRACK TO SLAB W/ HILTI .145 )T PINS (OR EQUAL) AT 48° O.C. ORING AS SCHEDULED � AS PER P�nN � �� CEILING AS SCHEDULED 3 5/8" METAL STUDS AT 16" O.C. 3 1/2" MWERAL WOOL ACOUSTICAL BATT 5/8" GWB EACH SIDE, FINISH AS SCHEDULED BASE, AS SCHEDULED 4 7/g° RELEASED FOR CONSTRACTION /8�� WA�� TYPICA� Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel �Sv�� 'l'�^l�'�pNil NTERIOR WALL SECT ALE ANCHOR TRACK TO SLAB W/ HILTI .145 SHOT PINS (OR EQUAL) AT 48" O.C. FLOORING AS SCHEDULED i i�a„ 1/4" SAW WT JOINT ri��Eo w/ doiNT s�auNT (oo Not aucE �aint avEre n tHicKENEo sua uN�Ess PERPENoicuuR) �� tEWFORQNG (SEE STRUCT. PUNS FOR IYPE) NOTE: 7H15 JOINT TO BE SPACE AT A MAXIMUM Of 20' GRID. TYPICAL CONTROL JOINT NOT TO SCALE JOINT FlLLER i/z° ocEa � 1/7' ASPHALT IMPREGNATE� neEReoaRo � �—J � LREWFORCING (SEE SiRUCT. PUNS FOR IYPE) EXPANSION JOINTS AROUND PIER LOCATIONS TYPICAL EXPANSION JOINT DETAIL NOT TO SCALE 1/4" R (7YP.) PREFORMED KEYWAY w/ �T. FiuER �4 SMOOiH BARS x 4'-0" z'-s" o.c (cREnsEo ExPosEo ENos) � (scE srRuct PUNs FaR tvPE) TYPICAL CONSTRUCTION JOINT NOT TO SCALE cENEan� r�ooa aw� NarEs� 1. DO NOT SCPLE DRAWINGS, USE ONLY WRIIIEN DIMENSIONS. 2. CONSiRUCiION NANAGER MUSi BE NOTIFlEO OF AM' DISCREPANCIES IN DIMENSIONS, CO�E REOUIFEMENTS (BOTH STATE PNO LOCAL), AND OiHER CON�ITIONS INDICATED BY 1HESE DOCUAIENIS PRIOR TO PROCEEOING WRH THE PROJECi. 3. iHE CONiRACiOR SHALL VERIFY ALL NECHANICAL AND EIECiRICAL REOUIREMENTS AN� CIfARANCES PRIOR i0 PROCEE�ING WITH THE PRQ1ECi AN� SHALL NOPN hIE CONS1RUCtION MANAGER OF ANY OISCREPANQES. 4. IF CON�IilONS Ai iHE JOB SITE ARE DIFFERENT THAN iHOSE ILLUSiRAIE� IN iHE COMRACT �OCUMENiS, NOiIFY iHE CONSiRUCTION M4NACER IFIAIE�NiELY. 5. ALL �IMENSIONS ARE iAKEN FFOM FACE OF SID� i0 FACE OF AUD OR �UT TO OOi OF NASONRY PNO CONCREfE UNlESS OiHERWISE NOiED. DIMENSIONS WIiH + i0 BE FlEL� VERIFlED BY CONiRACi�R. e. corrtructaR snnu PRovioE souo e�ocKinc roR crue aaRs, cneincmr, entri ACCESSORIES, NAN�RAILS, EfC. ANO FOUGN OPENINGS AS REQUIRE�. ]. INIERIOR WALLS AND PAAiIilONS AAE 4' SiEEL STU�S (3 5/8"), 16' O.C. UNLESS a�cRwisE No�o. e. nu w000 iH coHtnct witH corvcRth aR uasaNar sHnLL a[ PacssuR[ iREAiE� NATEflIAL. INTERIOR DOOR SCHEDULE OOOR FRAME HAR�WARE MARK SIZE MAT'L RN MAT'L RN SET I Y-0' � 6'-9�tl ]/C SC i,BD. NM i.BD. PRIVACY LCCK W/ CLOSER p 3'-0' � 6'-B'�el 3/1' 2 i,B.�. HM iB.O. PASSACE LOCK i. nu owas ro� 3 Pux or wxc�s.uxuss oTM¢Awis¢ svcanm z. ,� �� :� ,o � �A �� owP� 000a mx¢ou� ¢xEau xmcs� ♦ r.s.o. - ixornics �xrsx � caaa m a o�vuixm. e. sc - wwrn�¢ souo mtt wmo ooax. C. HN - IqWW NflN iRWE. o. ru ooays vwi eE mxc mE uxus o�sE saEcmm. E. rwm 000Rs, rnw¢, n�ocrc Nxrnox wim armm aaov ra axomixc. ROOM FINISH SCHEDULE FINISHES THAOUGH OUT SPACE � ruxim omwu nw�es EPoW WNLREIE �: hm cart r�,,,.�. �� u.-�x �m� n� uNo�oreo's woax PRioR ro rHc aossEssioN oarc, uNo�oRo srwu aRavmE rnE rouowiNc irEMs iN ACCOR�ANCE WI1H LOCAL CO�E REQUIREMEN�S & PROCURE ALL NECESSARV PERAIRS i0 CONOUCi IANDLORD'S WORK: ,. sTRu� Tnc smucTu�n� �E, caw�nNs n�o e�a�ns wa� ec caNSTRucTEo wirn sTcc�, HFAW GAUGE MEfAL SiUDS) AND WILL BE DESIGNED i0 CARRY LIVE AND DEAU LOA�S IN ACCOROANCE WpH GOVERNING BUILDING CO�ES. RO�F SHALL BE IN WAiER-tIGNt RNO NEW CONDIiION. 2 EXrERIOR WALLS EX�ERIOR WALLS ABOVE CRADE WILL BE SIRUCiURPL MEMBERS PER THE UN�LORD'S PWJS WITN TIES FOR ANCHORAGE OF SOITABIE E#ERIOR VENEERS. 3. STOREFRON�S srnNonRo sroRErRONr wa� aE o�sicNEo wiTn sraRE rRONT cass. 4. FLOORS UN�LOR� WILL PROVI�E A AIINIMUAI OF 4� iHICK CONCRETE SIFH WIiH VAPOR BARRIER WI1H A REASONABLY SMOOTH FINISH. A�BLOCK-OUT ENCOMPASSING 1HE SANRARY SEWER LME SHALL BE LOCATEO IN 1HE RFAR OF THE PREM6E5 FOR Fl1T1RE PWMBING CONNEC➢ONS BY iENANT. 5. CEI�NG NO CEILINC WILL BE PROVI�E� ALL CEILINGS WILL BE E%POSE� BAR JOISTS AN� M[tn� oEcxirvc. 6. DEMISING WALLS IAN�LOR� WILL ERECT A FULL HEIGHT 6 MEfAL SN� DEMISING WALL TO �EFWE THE PREM6E5. ]. DO�RS FROM: ONE (I) QFAR 36, �OUBLF-PANE SAFEIY-GIAZE� CVSS 3' %]' �OUBIE ncnNc Entm 000R iNsrnuEo wrtn HnRowaRE aER cooE nNo w�atnER srreiPPwc PER E%HIBR A-3. - BACK�. ONE 42 % B4 HOLLOW IAEfP1 OOOR WITH H4ROWARE LOCAiED IN iHE R� or TnE sancc. e. REsmoaM NO RESiR00M WILL BE PAOVIDED, BOi SANITARY SEWER IJNE WILL BE STIIBBED. 9. WAiER ruRwsH nn�o iNsrau anE ooMEsnc wa�re scRvicE s¢Eo aER �ocu cooE (z� MAIN 11NE), AND A SUB-MEfER INDEPENOENRY DESIGNAiED FOR IENPM'S USE, STIIBBED VIA COPPER PIPINC INTO THE PREM6E5 WITH SHOT OFF VALVE OF 1. FURNISH AND INSTALL PN APPROVED, TESTED, AN� CERiIFlED BACKFLOW PREVENiION ASSEAIBLY, IF REQUIRE� BV APPLICABIE CO�ES. UN�LOR� SHALL HAVE A BACKFLOW PREVENiION ASSEMBLY. , o. �Sn A 1' NAiIIRAL GAS SERNCE CPPABLE OF 2,000 BTU (MININIIM) WILL BE STUBBEO i0 THE PREAIISES. METER INSiPLUiION AN� PLL ASSOCIATE� PIPING SHALL BE AT rENun's ExeEnsE. i i. r�N� i� callowr wim Puu srRiNc ro Nc PREn�iscs. i z E�EcrRicu ONE (1) 200 ANP 120/20B iHREE PHASE SERVICE WILL BE PROVIOE. ia.rrvnc �n�anNc nNo wa coNoinowNc� HFAPNG AND NR CONDItIONING UNR(5) SHPLL BE MOUNIEO ON iHE ROOFfOP t0 SERVE PREM6ES. NF CON�I➢ONMG DESIGN SHALL 6E BASED ON A MINIMUM OF ONE (1) i0N PER 4�� SQUARE FEEf OF GPOSS LFASE� ARFA. TENMII SHP11 9E RESPONSIBLE FOR ALL �ISiRIBUrINC �UCIWORK. 14.MISCELUNEOUS UN�LOR� SHALL BE R6PONSIBLE FOR ANY AN� RLL IMPACi FEES, PERAIR FEES, SEWER iRP FEES, Cltt INSPECTION AND/�R CONPLIPNCE FEES, OR ANY FEES REIAiED TO 1HE DEVELOPMENi AN�/OA CONSTRUCiION OF iHE LFASE� PREMISES ASSOCIATEO WIiH IAN�LOR�'S WORK FOR iHE TIME PERIO� PRIOR TO TENANi TAKING POSSESSION OF 1HE LFASEO PREMISES. 6' W� � FLOOR PLAN � SCALE' i14••=1•0•• NORTH �EAlI51NG �LL HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� �F� zas-a�azss� �..'�v�ryhY�a'Frg"xTs�_ _ _ _ _ ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" � U N N 0 Z � O U � � � � � � � � 111 � � m J � � J Q W � � Z � � E Hw°�°U a O M r CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��4 -,'��,? , Ec' ` � e� ;��9--. � h. :2: - ' Nc. 'E6C016'88 �: - = oi :� = 2 � � arnr=c= : ¢, = ��'�o'c�.�.iNoih „N?%�� 45`S�ONAL E �0�� n na� Step en Q Hofima - Engineer � � � � � FLOOR PLAN A3 onrE: 01 /13/20 7 1 /4' BIACK PM iHE � NORiH WINOOWS PNU �OOP k sio� ucxr CUSS RELEASEU FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�sv�� \o�v�AWn.�.�� onrE: 01 /13/20 SYMBOL LEGEND LIGHT FIXfURES � II61iFIttLAE ��,rF��E A � ��r��A� � ��,��.��Nt � ��,�F�x��.Nt HVAC RXTURES � s�nmrr�sra � AAGAILL[ � E%'NLSi FAN L s• oeMisiNc� WALL � � � // � �" • � . . _ 4 0 �� uFCE � � , � � � 0 T?EPT'J EfJT � Wq oE��siHc � �� • • EY,l'rl 2 �� i�� i�0�r�� , , • C;^A^'I'i 1 • A � i ❑ � ❑ I��ECEFT ��\ � � � � � � 0 0 ;a Tu.c � � 0 ' � C �� C REFLECTED CEILING PLAN � SCALE' i14••=1•0•• NORTH �_ , , 0 1 // � " —„ � �� HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� (F) 239-4�&255� �..'�v��y?hY-a�mg'xTs�_ _ _ _ _ ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" O U N N 0 Z � O U � � � � � � c �wm.ca m Z � � J � � Q W � � z � � E Hw^°�°U LL O M � CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��4 ��Q'Q_�EG�'�'F F�`:i2i9'�. `h. :y: — ' Nc. 'E6C016'88 �: — = oi :� = 2 � ` 3rnr=C= : ¢, _ ��'�o'c�.�.iNoih „N?%�� 45`S�ONAL E �0�� n ua� Step en Q Hofima - Engineer 0 � � � REFLECTED CEILING PLAN A4 \� �� - -� � �_ ,,,�,�}Y �,�/ �. �/ I � _ �� ;� � u��' � � I� `\ � �` � �I�I.�I7.�' wc� I �y� �,�{�ryY . RELEASED F�R CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel �Sv�� 'l'�^l�'�pNil � 1 VRt � � � i ///� �`� =� DRAIN WASTE 8 VENT ISOMETRIC N�T T� S�A�E 4j' �` ` 31 �'* \ �� hW r� �� ' , �•. {�' '/ '�IU I I I/ \•\ /. � I �� / �I ` ��/ I � f 't/> � .��\��' 1 h /I- I \/. •� � � / I`I� II � -I I- �. ` 55 /' ICE� � , I ' � HX' ��i• �' Y �w � �� ss I \/ � wP < � � ` ``.Yq��k i o� `l �� j r usm ' I I.�+ � r' . HOT 8 COLD WATER ISOMETRIC �� E%µPAN510N\\j/Z ��r ' \ 1RW5 �2'� ` S1fE ` �\ aiPes namF � � ` 'l'WNG (IYP.) l ey LIXNRES i0 NAVE SOV I kl]/1'v12' NP CWW9ER5 I I I II oauN ro i i uoP siuH I I h� i y� ss � � wx I^ i ((�NERAL PLUMBING NOTES 1. ALL WASTE ANO VEM PIPING SHPLL BE SCHE�ULE 40 PVC PER CHAPIERS ], 9& 9 OF THE I.P.G WIiH IN�IANA AMENOMENIS i0 MCLUDE� CHAPtER 14. 2 ALL FIIIINCS 115ED FOR THE DRAIN, WASTE AND VENi SYSTEMS NUSi BE IN ACCOflDANCE WIiH CHAPiERS ], 8 k 9 OF THE I.P.C. WITH IN�IANA AMEN�MENiS TO INCW�E� CHAWER 14. 3. VEMS BELOW hIE ROOR h BELOW iHE FL000 LEVEL OF iHE FlMURE ARE NOi PERMItiEO. iHE MAXIMUM �ISiANCE FROM FLOOR �WVN i0 VENT IS 5'-0" PN� AIA%IMUA1 �ISiANCE FROM WAiER CLOSEf TO VENT IS 6'-0�. 4. VEN�S SHALL TERMINATE A MINIMUM �ISTANCE ABOVE 1HE ROOF AS PER SECiION 9�6.1. 5. ALL HOR120NiAL WASiE RND DRFIN PIPINC OF 3" IN �IAMEfER OR LE55 M114 BE INSTALLE� WIiH A GRADE OF Ai lFAST 1/4" PER FOOi AND PIPING IARGER iHAN 3' IN DNMEfER NI1ST BE INSiBLLED WIiH A GRA�E OF AT LEAST 1/8' PER FOOi. 6. ALL UN�ERGROUND WAffR SUPPLY PIPMG t0 BE IYPE "K" BELOW CONCREfE SUB. ALL HOi AND COL� WAiER PIPING SHALL 9E 1VPE "C HAR� COPPER WRH COPPER OR WROIIGHT BRASS FlIIINGS OR CWC PER CHAPiER fi OF THE I.P.C. WITH IN�IANA AMENDMENTS TO INCWDE CHAPiER 14. PIX IS ALLOWED. ALL RUNS M115T BE LOOPE� TO REDUCE THE NUAIBER OF TEES AN� ELBOWS TO A MINIMUAI. SUPPORTS AT 7-8' O.C. HORIZOMAL AN� AT FACH ROOR AN� AT MI� FLOOR. ]. ALL FI%NRES PN� PIPING SHALL AIEEf NSF/AN51 fil-G, NSi/AN51 3]2-2�11 AN� FE�ERAL LEA� PWMBING UW (LLS. SENRiE BILL NO 5. 3B]4) fS li TPPLIES i0 LfAD CONTEM OF FIXIURES, PIPINQ S�L�ER PND FW%ES (252 lFAO WRH RESPECi TO WE1TE� SORFACES AN� 20R LfA� IN SOLDER AN� FW%ES). EFFECiNE 4 JAN. 2014 PER SECTION 316.1.3. 8. ALL HOT PNO WLD WAIER PIPING SHALL 6E WVERE� WITN 1/2" ARMAFLE% PIPE INSl1UTI0N. 9. BACKFLOW PREVEMERS MUSi BE IN ACCOR�ANCE WIiH SiANDAA�S REFERENCE� IN SECiIONS 204, 603, h 1002. 10. PLUMBING CON7RACi0R SHPLL PRONOE SNUi-0FF VALVES Ai FACH FlMURE. 11. PWM8ING CONiRACiOR SHP11 COORDIN4iE WRH CARPENTEF FOR LOCATIONS OF PWMBING FIXTURES k PIPINC. 12 PWMBING CONiRALTOR SHPLL PROVIOE THEIR OWN E%GIVATION, &4CK FILL k COMPACTION iESTWG (WITH REPORQ. I�. ALL PW�ABING NOT SPEQFICALLY RE:ERENCE� R60VE SHALL BE ACCOR�ING i0 iHE I.P.C. WITH INOIANA AMENOMENTS TO INCLU�E� CHAWER 14. 14. ALL FIX7URE5 SHALL HAVE A CHROME-PUiED NEY OPERAiED VALVE ACCESSIBLE Ai h1E FIXNRES. I5. HANDICAPPED WATER CLOSEfS SHALL HAVE THE FWSH iRIP LEVER LOCAiE� ON THE WIDE SI�E OF iHE fl00M. 16. ALL NEW PENEIRATIONS iHROUGH FLOOR, CEILING OR ROOF WILL HAVE 1HE ANNUTAR ARFA BEIWEEN 1HE IIEM AND iHE OPENING SFALEO AROUNp iHE OPENING i0 PREVENi iHE PASSAGE OF iIRE N10 SMOKE. O. iEMPERE� WATER SHALL BE DEWERED FR0�1 PUBLIC HAN�-WASHING FACILITIES. iEMPERED WATER SH4LL BE �ELNERE� THROUCH AN APPROVE� WAiER-TEMPERATURE OMRING �EVICE 1HAi CONFORMS TO ASSE 10]0 OR CSA 125.3, PER IPC 416.i PLUMBING FIXTURE SCkIEDULE ITEM P-1, HANDICAPPED WATER CLOSET: SHALL BE EpUAL TO AMERICAN STAN�ARD (CADET g2998.012) Oft EQUAL, VIiRE0U5 CHINA, FREE STANDING CLOSE COUPLED TOILET COMBINATION, SIPHON JE7 AC�ON, ELONGAtED BOWL, iANK WIiH COVER, 2 BOLt CAPS WI11i REiAINER CLIP WITH BENERE // 523, OPEN FRONT WHITE SEAT tNTH SELF-Sl15TAINING /CHECK TVPE HINGES. NOTE: TRIP LEVER TO BE ON WIDE SIDE OF WAiER CLOSET. ITEM P-2, WALL HUNG LAVATORV: SHALL BE EQUAL TO AMERICAN STAN�ARD (WCERNE //0355.012) OR EOVAL, WALL HUNG, NiRE0U5 CHINA LAVAiORY, HAVING DELiA FAUCEI //520 HDF COM61NAilON Sl1PPLV ANO POP-l1P DRAW FITiING WITH AERATOR, CHICAGO FAUCET g 1019 Sl1PPLV PIPES WITH WHEEL HANDLE STOPS TO WALL AND FLEXIBLE TUBE RISERS, 1 1/4" X 1 1/4" CAST BRA55 "P" TRAP WITH CLEANOUT AND TRUEBRO //102 TRAP AN� STOP COVER W/ J.R. SMITH CHAIR CARRIER, AND ALL PARTS NECESSARV FOR PROPER INSTALLATION. PROVIDED WIiH AN All?OMAiIC SAPETV WAiER MI%ING �EVICE WIiH A MAXIMUM SEiiING OF 110 �EGREE WATER TEMPERATURE. ITEM P-3, STAMLE55 STEEL SINK: SHALL BE EOUAL TO ELKAY (WSTERTONE #LR1]16) OR EQUAL, 18 GAUGE iWE 304 SELFRIMMING SiAINLE55 SiEEL SINK COMPLEiE CHICAGO FAUCEi //�86, GN2B GOOSENECN SPOVi, E4 ROSE SPRAV OUiLEt, g31J HANDLES, OUAiURN OPERAiING CARTRI�GE, CHICAGO FAUCET $ 1019 SUPPLY PIPES WITH WHEEL HANDLE STOPS TO WALL WITH RE%IBLE TUBE RISERS, #LK-99 DRAINAGE FlTTING, CAST BRA55 "P" TRAP WITH CLEANOUT, INSTALL AN REVERSE OSMOSIS (RO) SYSiEM W1TH FAUCET, AND ALL PARTS NECESSARY FOR COMPLEiE INSiALLA110N. ITEM P-4, STAMLE55 STEEL SINK: SHALL BE EpUAL TO ELKAV (WSTERTONE �LR2022) OR EQUAL, 18 GAUGE TWE 302 SELFRIMMING STAWLESS STEEL SINK COMPLETE CHICAGO FAUCET g�86, GN28 GOOSENECK SPOUT, E4 ROSE SPRAY OUTLET, g31] HANDLES, OUATURN OPERATING CARiRI�GE, CHICAGO FAUCEi g 1019 SUPPLV PIPES WIiH WHEEL HANDLE Si0P5 i0 WALL WIiH FLEXI6LE T116E R6ER5, �'LK-99 DRAINAGE FlTTING, CAST 6RA55 "P" TRAP WITH CLENNOUT AND ALL PARTS NECESSARY FOR COMPLETE INSTALLATION. ITEM P-5, MOP SINK: SHALL BE EQUAL ID FlAT MODEL TSBC1610, MOLDE� STONE MOP SERVICE BASIN. PRONDE 3" CASi BRA55 DRAIN WItH CHROME WIEGRAL SiRAINER. PROVIDE CHICAGO FAUCET �89] COM6INATIONS SERVICE SINK FITiING HAVING SPOUT WIiH VACUUM BREAKER, PAIL HOOK WALL BRACE, AND 3/4" HOSE THREAD. PROVIDE 4'-0" LONG HOSE WITH MALE AND FEMALE CONNECTIONS. IiEM P-fi, WASHER BOX EQUAL i0 OAiEV //38995 WIiH WAiER HAMMER ARRESiORS. ITEM P-],ICE MAKER BOX EOUAL TO OATEY {�J8810 W1TH WATER HAMMER ARRESTORS. ITEM P-8, WET TABLE TABLE AND FAUCET TO BE SUPPLIED BY VET SUPPLIER AND OR OWNER. COMPLEIE ROUGH-IN AN� INSTALLATION OF THESE SINK, FAl10ET, AN� ALL PARTS NECESSARV FOR PROPER INSTALLATION BV PWMBING CONTRACTOR. ELECTRIC WATER HEATER: SHALL BE E UAL TO A.0 SMITH 30 GALLON STORAGE SUPPLY Q COMPLEiE WIiH SAFE PAN AN� 1EMPERAil1RE AN� PRESSl1RE RELIEF VALVE AN� �ISCHARGE PIPING FROM THE TEMPERATURE AND PRESSURE RELIEF VALVE DISCHARGING INDIRECTLV AN� IN�EPENDENTLV INTO A FLOOR DRAIN, SERNCE SINK, SUMP OR A TRAPPED AN� VENTED P-TRAP, WHICH IS LOCAiED IN iHE SAME ROOM AS THE WATER HEATER. ALONG WIiH A PROPERTV SIZED THERMAL EXPANSION TANK ON THE COLD WAiER INLET TO EACH HEATER. NO VALVES ARE PERMITTED BETWEEN THE HEATER AND THE THERMAL EXPANSION TANK. SECTION 890.1130 G 6 PLUMBING RXiURE PIPING SCHEDULE ID FlXTURE WASTE VENT C.W. H.W. FlXTURE MOUNTING HEIGHTS p-� Hondiwpped Woler Cbset 3" 2' 1/2' - Flaor Mawled p-2 wao H��9 �a.aco,y i i/a^ i i/a^ i/z' i/z^ wau Mo��cee 3a" Ma.. P-,j Stainless Steel Slnk 1 1/2" 1 1/2" 1/2' 1/2" Counter Mountea P-a sm�mess steei smk i i/z" i i/z' i/r i�r co��ce, n�o��ced P-5 Mop Slnk 3" 2" 3/4' 3/4' Floor AlounteE P-6 wasne. eo. Y i i/z" i/z� i/z� wau Mo��cea P-7 Ice Maker Bor - - 1/7 - Wall Mounk� p-8 wei Tame z' i i/z' i/r i�r co��ce, n�o��ced %PING NOTE� 1. ALL BRANCN SRES SNOWN IN iNE ABOVE SCNEDUIE ARE INDNIDUAL BRNJCH SQES 10 VALVES, FAUCEIS, 6UBBLERS, EfC.. FLOOR DRAINS ttPE JAY R. SMIiN WME ZURN SEE r�ooR oaniN raaP r�ooa oaaiN maP nooa oaaN mna NOTE F[1 2�40-A Integml 1120-CO-A Integml Z1-22 In�egml 1.2 FLOOR DRAIN NOTE� 1. ALL FLOOR �RAINS SHALL 9E FOLL SRE �F iHE WNNECTING WASiE 11NE SHOWN ON iHE �RAWINGS, UNLE55 OiHERWISE NOiE�. 2 ALL FLOOR �RAINS SHALL HAVE NICNEL BRONZE RIA15 AN� SIRAMERS. THE 4RNNERS SHALL HAVE A 5' MINIAIOM DIAMEIER OR iWICE THAT OF iHAi OF TNE CONNECiING WASTE LINE, UNl6S OTHERIYISE NOTEO. ALL FLOOR DRAINS i0 HAVE TRAP SEALS. iE�EPT 0`: �ow HicH �'i'tii�,ITIr��J � I - -------------� � � � PLUMBING PLAN � SCALE' i14••=1•0•• NORTH HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� (F) 239-4�&255� �..'�v��y?hY-a�mg'xTs�_ _ _ _ _ ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" 0 U N N 0 Z � O U � � � � � � c � w M � � � 1..1..1 � � J � � J Q W � � Z � � E Hw^°�°U LL O M r CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��y H ��l�Q ��1STEqF�.;Cif7�i� : h+i+ ` ?'�i � _ ; Nc.'EOC�15'8d �. _ % Ol i� � 2 9 ` 3rnr=c= : a, _ ��'• �,cF :, iNoi h „N? %�� '��45`S�ONAL E �0�� n ua� Step en Q Hofima - Engineer � � � � PLUMBING PLAN P1 onrE: 01 /13/20 RELEASEU FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�j sv�� \'��v�AWnT � r.�aecar��■,a3i� 1. MECHANICAL CONTRACTOfl TO FURNISH ALL IABOR, AIAiERNL AND EOUIPMEM REQUIRE� FOR THE COMPLEfION AN� OPERATION ON ALL SVSTEMS W THIS SECTION OF WORK. PLL MECHANICAL WORK SHALL BE M STRICT ACCOR�ANCE WRH IN�IANA MECHANICAL COOE Q.M.CJ, IAIEA E�IPON INCWDING MOPTEO IN�NNA AMENOMENTS, ASHRAE, SMACNA, NFPA AND EPA. iHE APPLIG4BLE PORilONS OF iHE SPECIFICFilONS RRE INCW�E� AS PARi OF TNIS SPECIFICATION. ALL INSTALUTIONS SHALL BE PERF�RAIED IN A GOOD WORKMANLIKE MANNER. 2 WSTALL ALL GAS FIRED EOUIPMENT IN STRICT ACCOR�ANCE WRH AIANUFACTURER'S WRIIIEN INS�AWTION INSIRUCTIONS AN� NFPA 54. 3. GAS PIPING SHALL BE OF BIACK STEEL PIPE, f5iA1 5�, AI45 OR A120, AN� SCHEDl1LE 40. GAS PIPING IN CONiACT WITH THE CROUN� SHALL BE COATE� WRH FACTORY INSiALLE� PoLYETHYLENE TAPE, 20 NILS. GPS WCK$ 7 AN� SAIALLER, SHALL BE 150 P51 W.O.G., BRONZE BO�Y. USE THRFAOED JOINTS AND FRIINGS FOR 2" AND 5'.IALLfR PIPE, WEIDED JOIMS FOR IARGER PIPE. INStALL GAS PIPING IN S1RICt ACCOR�PNCE WIiH NFPA-54. NAPONAL NEL G45 CODE. �0 NOi INSTALL GAS PIPING IN CONCEALED SPACES, WIiHOl1T PPPROVAL OF COVEANINC AViHORI1Y. INSiALL SHl1TOFF COCNS SE�IMENT iRAPS, ANO UNIONS AT ALL EQUIPNENi ITEMS. BON� SYSTEN i0 A GROUNDING ELECTROOE IN ACCORDANCE WITH NFPA-]0. 4. PLL PIPING, VENiS, EfC. EX7EN�ING 1NROUGN WALLS A ROOF SNALL 9E RASNED, COUNIER FUSHED IN A WAiEAPF00F MANNER. i All �UCIWORK INSUUTION SHALL BE RUN CONTINUOUSLY THROUGH FLOOAS, PARTI➢ONS, RWF SiRUCTUftE AND DECK. e. au PiPirvc �ocntiaHs sruu ee cooreoiruteo w/ woreK uHoee mHea oiwsiaHs ov tHe saeciFicntiorvs, ro nvoio WTERFERENCE COOROINATE WITH PLL O1HER TAP➢ES PRIOR i0 PURCHASING OR WSTALLINC EQUIPAIENi AN� NATEflIALS. ]. MEfAL DUCIWORK SHALL COMPLY WIiH SMACMA, "HVAC �UCT CONSTAUCTION STAN�AROS, METAL PND FLE%IBLE" COMPLY WI1H ASHRAE HPN�BOOK FOR INSiALUiION OF MEfPL DUC7WORN. AL50 COMPLV WOH NFPA 90A. ALL iRUNN MEfAL �UCIWORN SHALL BE WRFPPE� WIiH 11/T FOIL 9ACN INSOUTION OR PROVI�E I� FIBERGUSS �UCi BOAR� WIiH PROPER SUPPOflTS OR WTERNPL LININC WITH 1" FIBERCVSS �OCT INSUTAiION. ALL COVERING AND LWERS INCWOING ADHESIVES SHALL HAVE A FUME SPRFAD RATING NOT MORE iHAN 1WENtt-FlVE (25) AN� SMOKE-0EVELOPE� RATING NOT AIORE 1FIFN FlF1Y (50) WHEN TESTED IN ACCOR�ANCE WI1H AS7M-E-84. ALL SQUARE ELBOWS SHPLL HAVE AIRFOIL IYPE TURNING vaHcs. vaavmc vowuc caNtao� oaMaERs nt u� awwcn oucts to oirruscRs arvo a unxiuuu or s r[�r neovc tHc CBLINC. ALL OIICTNORK SHNL BE GRLVAWZE SHEEf IAEfRL & SHRLL BE CONSiRl1CiE� & INSiALLE� IN ACCORDANCE WI1H SNACMA SiANDARDS. DUCi SIZES SHOWN ARE NEf FREE ARFA. MCREASE RECTANGUTAH SHEET MEfAL �UCi SIZES BY iW0 riMcs rnc micKNcss or wsuunoN. 8. MA%IMUM FlE%IBLE OUCi LENGiH SHALL 6E 10'-0". ALL fLEMIBLE �UCt SNALL CONFORM t0 iNE FEQUIREMEMS Of UL 181 FOR ClASS 1 FLE%IBIE AIR OlICTS. Sl1PPORi i0 ELININFiE SRCGING k KINKING. 9. SUPPORT PIPING RIGI�LY WITH APPROVE� HANGERS AT IN�ERVALS NOT E%CEE�ING lEN FEEf OR BY ANOIHER APPROVE� DUCT SUPPORt SYSiEM DESIGNED IN ACCOFOANCE WIiH iHE BUILDMG COOE, RUNS SHOULD BE NFAi, S7RAIGHt LWES, TICHi TO SiRUCNRES Ofl WPllS. D� NOT OBSTAl1Ci USABIE SPACE WHEFE OlICTS PASS iHR�OCH WALLS, fL00RS, CEILINCS, EfC., PROVI�E FWJGES AND APPROPRIATE SEALING NEfH0�5 TO MNNiNN INTEGRItt OF SURfACE PENEfflATEO AN� PROVIDE A FlNISHE� APPFARANCE PROVI�E FlRE STOPPING AS REOUIRE� FOR FlRE RATE� PENETRAilONS. 10. PLL NVAC EOUIPMENi i0 9E INSiALLED PER MFG. REOUIREMEMS AS SHOWN. UtIpZE FACiOFY FlLtERS DURING CONSiPOCTION & REPIACE WRH flEPIACEABIE ME�IA IN AIEfAL FlLiER FWWE JI15i PRIOR TO iESi k&VANCE & Ai iINE BUIIDING IS TURNE� OVER TO THE OWNER. COORDINAIE WRH THE OWNER. 11. PR�N�E FlE%IBLE CONNEC110N5 Ai ALL EpUIPMEM FOR SOUNO AND V16RAtI0N ISOU110N. 12 INSTALL NEfABE5T05 �OUBLE LINE� FWE, SIZE AS RECOMMENOED BY MANOFACTURER, lIP THflOUGH ROOF. UNLE55 A 90S EFFlQENT NRNACE IS USE�, iHEN PVC PIPINC WILL BE RUN AS RECOMAIEN�E� BY THE MANUFACTURER. 13. AIAINiAIN MIN 10' BEIWEEN OIIIDOOR NR INiAKES AN� E%HAOSi FAN �ISCHARGE, PWMBING, VENi, EfC. 14. WSTALL ACCESSORY RENS, Sl1CH AS THROIICH 1HE WALL IINITS, AIR CLEANERS, HUAII�IFlERS, ETC. IN SiRICi ACCORDANCE WI1H MANUFACiURER'S PRWTE� INSiRUCTI0N5. 15. PR�NDE AN� INSTALL NL CON�ENSAiE DRAIN lINES FR�IA NONI�IFlERS AND COOl1NG COILS AS REOl11RE�. TERMINATE ALL DRrVN LINES OVEA OPEN SIGHT DRAINS, FLOOR DRAINS OR ROOF �RMNS WITH A MIN. OF 6" Alfl GAP. 16. THERMOSiAT WIftING AND LOCATION: THERMOSTAT MUST BE MOUMEO ON A VERTIGL VIBRATION-FREE SURFACE FREE FROM NR CURRENIS PN� IN ACCOROANCE WpH iHE NRNISNEO INS7RUCiI�N. IAOUNi iHE iHERAlOSiAi APPRO%IMAIELY 5 FEEf (ISM) ABOVE TNE FLOOR ARFA WHERE li WILL BE E%POSEO TO A FREE CIRCIIIAiION OF AVERAGE iEA1PERAIDRE NR, ALWAYS REFER i0 iHE iHERNOSTAi INSTRUCilONS AS WELL AS UNIi WIRING DIACRAM AND WIRE ACCOROINGLY. AWI� MOUNiING THE 1HERNOSTAT M THE FOLLOWING LOCATIONS: COID AREAS - OUi51�E WPlLS OR AREAS WHERE �RAFTS MAY nrrccT rHE oPcrennaN or �rvc coNTRo�. Hor a��as - nRras wnERc rnE suN's ruvs, ruoinnoN aR wnRn� nire CURREMS MFY AFFECi COMROL OPERAiION. OEA� AREAS - AREAS WHERE AIR GNNOT QFCUUiE iREELY, SUCN AS BEHINO OOORS �R W CORNERS. 1]. CON1RACi0R SHPLL NSIi 1HE JOB SITE PN� BE FAMILIAR WRH ALL PRPIECT CON�RIONS PRIOR i0 FABRICATING AM' EOUIPMEM, �UCiWORK, EfG NO ALLOWANCES WILL 6E MME FOR CONiRACtOR UNFAMIIIARIb WITH PRPIECT CONDIiI�NS. 18. MECHANICAL CONTRACiOR SHALL BAUNCE SYSiEM TO WITHIN 109. Of NR Ol1PNTI11E5 INOICAIE� ON PIANS PNO PROVI�E OWNERS REPRESENiATNE A COMPIAE HAIANCE REPORT. 19. RLL EOUIPNEM SHALL NAVE 1-YFAR WRRRANtt & COMPRESSORS SHALL NAVE R��RIONAL 4-YFAR EXIENOEO WAFRANtt. zo. ui coNTRo� wiRiNc x coNowr sHnu cauP�r win� NEc. zi. PiPE e ouct Routwc snawn is scHEuntic. nvnc caNmncroR srwu aRowoE nrry noomona� orrsErs nrvo rininc, iNcwoiHc omoEo oucn, recouiREo Fore aRoacR ir+sra�unou nn�o ta uar�raH c�awwccs ns [�+couHtcaco iN tHc FIEI➢. 22 LIGHi FI%NRE LOCATIONS TAI(E PRECE�ENCE OVER �UCT RUNS, OIFFUSER AN� GftILLE LOCAlIONS LOCATE OIFFUSERS AN� GRILLES TO ACCONMODAiE LIGNtING UYOUi. 23. �0 NOi SCALE �RAWINGS. SEE PRCHIiECTURAL �RAWINGS k RERECiE� CEIONG PUNS FOR E%ACi LOCATION OF OOORS, wiNoows, cEwNc m�rusEas, �rc. 24. AIE. SHALL COOR�INAIE 1HE WaRK WRH ALL TRA�ES INVOLVE� IN iHE CEIl1NG WORK TO WSORE CLfpRRNCES FOR FI%il1RE5, DUCTS, PIPING CEILING SUSPENSION SYSTENS, EiC., NECESSARY TO MNNiNN iHE FINISHEO CEILINC HEICH6 IN�ICAIE� ON ARCHRECNRAL DRAWINCS. 25. �LL NEW PENEIRAlI0N5 iNROUGH FLOOR, CEILING OR ROOf WILL NAVE iHE ANNUTAF ARfA BEIWEEN iHE IiEM AN� iNE OPENING SEALED AROUNO THE OPENING TO PREVENT THE P/SSAGE OF FIAE AND SFIOKE. 26. CON1RACi0R SWll1 NSIi 1HE JOB SITE PN� BE FAMILIAR WRH ALL PRPIECT CON�RIONS PRIOR i0 FABRICATING AM' EQUIPMEM, EfC. NO ALLOWANCES WILL BE FNDE FOR CONiRACiOR UNfAMILIARIIY Wlhl PROJECi CONDIilONS. EQUIPMENT SCHEDULE RiU = 100,00� BiU NAiURAL GAS HEAPNG WRH 4 i0N A/C EOUAL i0 CARRIER'S NC SERIES WIiN ENiHALPY ECONOMIZER CONiROLS CAPABIE CO2 B/SEO DEM4ND CONTROLLED VENiIIAiION, GRAVItt BACK �flAFf DPMPEAS. O.A. B 204R = 32] CFM. EF = E%HAU51 FANS VEN1E� 10 THE EXIERIOR. CFIA NOtE� ON iHE PIAN. R/A GRILLES TO EGC CRATE SIVLE. � F"-"-"-"-"-"y INSULAtEO RIGID DUCi iNsuutEo F�Ex ouct OUTSIDE AIR CALCS. SPnCE OCC CqT AaFa #[aiSONS CCNv[at aC� PxpOA AreaOn RTU RECEPT RECEPT 342 10 5 0.06 50 21 EXAM 1 ANIMAL 120 1 7.5 0.18 7.5 22 EXAM2 ANIMAL 120 1 7.5 0.18 7.5 22 TREATMENT PROCEDURE 509 10 15 -- 150 -- BACK ANIMAL 183 2 7.5 0.18 15 33 1274 TOTALOA= 327 230 97 ECONOMIZER RAINHOOD Fie�n-suavueo oiscorvrvect swimh CONTROL WIRING THROOGH CURB. CON�ENSATE TRAP SPL45H BLOCK TO POWER SUPPLY / � CROOROP UNR � / ISOPPLY AIR ouct REfURN AIR ouct corvTao� wiaiHc TO IN�OOR 1HERMOS�AT SUITE '120' GAS ISOMETRIC Nor ro scni F 20 GA STEEL coNSTRucrior� LOWERS ALL FOUR SIDES E%HAUST VEM PIPING COLLN FVSHING THRII ROOF COLW2 ROOFlNG SYSTEAI EXHAUST FAN VENT ROOF BOX DETAIL NOiiO SCALE I� � ii�iip� SOPe`y GpS t�NE J G�JP�� P� ff / / /��1� 0 / IINE SOPPLY u `oaw �ec ioor cuae �FIP POCI(ET - SNIR OFF VpLVE cre�uxo doiM uxioN JIJiPId�IJ13�IF1 MAJOR INSTALLATION REQUIREMENTS GAS PIPING CONTROLS NOiiO SCALE PIOiiO SCALE � Ili i MECHANICAL PLAN SCALE' 1I4••=1•0•• � � HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� (F) 239-4�&255� �..'�v��y?hY-a�mg'xTs�_ _ _ _ _ ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" 0 U N N 0 Z � O U � � � � � � ` �/� � w j/ lV � � LLI � � J � � J Q W � � Z � � E Hw^°�°U LL O M r CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��4 ��Q'Q_�EG�'�'F F�`:i2i9'�. � h. :2: - ' Nc. 'E6C016'88 �: - = oi :� = 2 � ` 3rnr=C= : ¢, _ ��'�o'c�.�.iNoih „N?%�� 45`S�ONAL E �0�� n ua� Step en Q Hofima - Engineer � � � � � MECHANICAL PLAN M1 onrE: 01 /13/20 1 ELECTRICAL GENEWLL NOiES� 1. THE EIECiRICAL CON�RACTOR SHAll VERIFV E%IS11NG POWER SOURCE AN� PROVI�E ALL MATERIALS, PND NBOR TO COMPLETE TNE ELECiRICAL POWER FOR R1E TENANi SPACE. 2 P11 EIECiRICAL WORK SHALL BE PERF�RAIED IN SiHICi ACC�RDANCE WITH THE IBC, N.EPA. SiPNDAIiD N0. ]0 (IN�NNA EIECTRICAL CO�E - IEC), UTESi E�ITION, WRH A�OP1E� STATE AMEN�MENTS, AN� SHALL BE PERFORMED IN A GOOD WORKMFNLIKE MANNER. WORK SHALL BE IN ACCOROANCE Wlhl ALL LOCAL CO�ES ANO WSPEC➢ONS. 3. NO CIRCNT OR FEE�ER SHALL EXCEE� 3R VOLiAGE �ROP. 4. ANY CONDUCtORS RUNNING UNDERGROUNO (SEfNICE, FEEDERS, BRANCH CIRCUR$ EfC.) t0 HAVE WEf LOCAiION" RATING IN ACCORDRNCE WITH THE RE�l11REAlENiS OF iHE NEC, SECiION 31�-8. 5. A11 WIRING SHALL BE W EFIT CON�NT WHERE E%POSE� k MC WHERE CONSFFIE�, 100Z COPPER, UNLESS OTHERWISE NOTEO ON 1HE ORPWINCS. WIRES SHALL BE SIZEO ACCOR�ING TO 1HE NEC ARTICLE 314-15. 6. SPLICES SHALL BE MPDE ONLY AT ACCESSIBLE LOCATIONS OUiLEf BO%ES PRNELBOAROS JIINCiION BO%ES EfC. TERMINAL CONNEC110N5 AN� SPl10E5 IN Pll WIRE �6 AN� URCER SHPLL BE M4�E WRH APPROVEO SOL�ERLESS CONNECTORS, PROPERLY INSUTAiE� AN� TAPEO WHERE NECESSARY. IN SMALLER WIRES ALL SPLICES SHALL BE MPDE EIiHER WIiH APPROVEO SOLOERLE55 C�NNECi0R5 OR SHALL AE SOLOERE� AND TAPEO AS REOUIRED t0 INSURE PROPER INSUTAtION. ]. EIECiRIGL BO%ES ANO FIIIINGS SHALL COMPLY WI1H UL STANMR� �'Sq 514-SERIES AN� 886 AN� NEW STAN�ARDS PUBLICAilONS 051 052 AND PUBLICAiION 250. 8. WIRING DEVICES SHP11 COMPd WIiH NEC, OL 20, 486A, 498 AND 943, IEEE SiANDPAD 241 RN� NEIAA STAN�ARDS PUBLICAiION N0. W�I, W�2 AND W�S. 9. RECEPTA0.E5 SHALL BE GENERAL �Utt IYPE, 2-POLE, 3-WIRE, GROUNDED, 20 AMPS, 1P5 VOL1S. a[ccarac�[s sHau ec iNsrnuco ia° neov[ riNisH r�ooa, uN�css otHCRwis[ Notco. 10. SWITCHES SHALL BE GENERAL DUtt, 20 AAIPS, 120-D] VOLTS. 11. FIXtURE SUPPORiS SHhLL 6E PROVIDE� IN ACCOROANCE WITH hIE REQUIREMEMS OF R1E NEC, RRP0.E )00. 12 P11 EOUIPMEN� SHALL BEFR iHE UL IABEL AN� BE WSTALLED ACCORDING TO THE lATESi E�ITION OF THE NEC. 13. SERVICE EQUIPMENt SHALL AE SURp9LE FOR SHORi-CIRCUR CURRENi AVNUBLE At I1S SUPPLY IERMINALS AS PER NEC AR➢CLE 230-9�. 14 LIGMING FlXiURES SHALL COAIPLY WRH NEC, NEW, UL AN� IES (APPLICABIE ARrICLES). 15. EIAERGENCY MFANS OF EGR65 11GHiING WI1H BAIIERY BACKIIP POWER SHALL PROVI�E EMERGENCY ILWMINATION FOR A Ol1RAilON OF NOi LE55 TiAN 1.5 HOlIRS MINIMl1M, WITNOUi iHE VOLiAGE RPPllEO TO THE LOA� FAWNG BELOW 8].SR OF NORIAAL. LOGL AUrHOROY SHAll FlEL� VERIFY AN� LOCAiE A�DITIONAL ri�uRcs ir Ncco�o. 16. PRONOE NANUFACiURER'S REC�MMEN�EO NMPS fOR ALL FIXNRES AND 0.FAN AN� REPUCE BUFNED OUt UNPS AT SOBSTANiIAL COMPLETION. 1]. ELECiRIGL OEVICES SUCH 0.5 SWIiCHES, RECEPiA0.E5, EfQ iHAi PENEfRAIE A FIREWALL, MUSi BE IN ACCORDANCE WRH SEC➢ON ]11 OF iHE IBC. 18. P11 DISCONNECTS AND CIRCUIi BREAKERS SHALL BE MARKED FOR I�EMIFlCAiION. 19. OPERAiING HAN�LE OF 7HE SWRCH OR CIRCUIi BREAKER, WHEN M RS HIGHESi PO51➢ON, WILL NOi 9E MORE iHAN 6'-]" ABOVE 1HE FlNISH FLOOR OR PIAffORM. 20. PROVIOE A BONDING JUMPER AT 1HE WAiER MEfER AN� AT WAiER HFAiER. 21. iHE EIECiRIGL CONiRqCTOR WILL PROVIDE DESIGN NUMBER AND MANUfACtURER'S CUi SHEEfS i0 iNE LOCAL BUII➢ING OEPRRiA1ENi WHEN WIRING AIE1H005, WNICH WILL PENEfMTE iHROIIGN FIRE RESISiANi RAiED WALLS, PARTITION$ FLOOFS, OR CEILINGS, AN� INCWDE PPPROVE� MEfHO�S TO MNNTNN iHE RESISTANCE RAiING. 22. iHE EIECiRICAL CONiRACTOR WILL NEED t0 PROVIOE MANUFACiURER"5 ELECIRICAL FIXNRE CUT SHEEfS i0 iHE LOCAL BUIL�ING OEPPRiMENT,IF REOUIPED. 23. WP = WFATHER PROOF COVERS TO BE ttPE THAT REAINN WATERiICHT WMLE A COR� IS PWGGE� IN. 24. iHE ERERGENCY E%li PN� LIGNTING PACKS NEE� t0 BE iAKEN OFF iHE LOCAL LIGHtING CIRCUR ANEAD Oi THE LOGLL SWITCHING CIRCl11T. NEC RRT. ]OOJ2(� h115 All15T BE NOiED IN iHE NOTES ANO/OR PIAN. THE EMERGENCY CIRCNT THAT IS SHOWN GOING i0 A �E�ICATE� BREFKER IS ONLY ALLOWE� BY iHE E%CEPiION IF THREE (3) OR MORE IIGHTINC CIRCUliS ARE IN 1HE SAME AREA AND iHE BRFAKERS ARE LOCKED ON. RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�sv�� \o�v�AWn.�.�� onrE: 01 /13/20 ELECTRICAL SYMBOL LEGEND OUTLETS � DUPLEXRECEPTACLE � UUPLEXAECEPTACLE � GROl1N� FAl1LTINTERRl1P� RECEPTACLE � WEATHERPROOF GROUNDFAULT WTERRUPT RECEPTACLE � DEDICATED CIRCUIT RECEPTACLE � ISOU+TEDGROUNDRECEPTACLE /�n DOPLEXRECEPTACLETAMPER uY PROFFRECEPTAQE � QUAD RECEPTACLE � CORD DROP RECETAQE � W FLOOR DOPLEX RECEPTACLE � 208/220VRECEPTACLE � SPEQAL Pl1RPO5E Ol1TLET � � JUNCTION BOX � WATER PROOF�ISCONNECT 0 ELECTRICAL PANEL � DATACOMMUNICATION SWITCHES SYMBOL LEGEND $ sna�ero�eswircn $ 3 WAY SWIiCH � a-wnvswiirn � �IMMHSWIiCH � Fa�, swircH Nnaip3�esveeot � or.r.i.rn�r.vse�sonswiir.nswiir.nes GpAACGiCDiO UNALSifAASi0 3C DLAL recr,ommswircnesn�,oexnn�srFn�,ro 9LA15 MIALiFS MIAIMLM AFiF9 OCCLPAACY LIGHT FIXTURE SYMBOL LEGEND & SCHEW LE � an-�eosmorc.n�ooume�sur-nr�sivs�ewcnirixaae. �2e4 LE� 3 500K fi fi02LCMENS.IAV-W FLAi PANELLIGHi Fl%iL9E A � Pr'L-1f�3�OK31PLLMF.SIAY-iAHAiPdAfW611iH%iNf � 14NIAII.3600N1CD6'9CLYSSCDDIMMA9LCDONIALIGHiLIGHifI%1L9C SRf-POWC9CD CMC9GPCl Uli LIGNi W/ DLAL NCAD CMC9GCACI a�.P ucnmcscns�cF�wirnFMF�cFwrasrrF�rascK�vFo��ow�no� onor�cssrnn�i usno�as � LAAIILOdIIYdOVIIl61l56LbY0W6d6116M6d66ACl6pl LI6H1 W/IIIAL IX neno wiin eMear,e�r,ver,aessexieaioa ur,ni �esa ine 000n. E%HALSi FP\.SEE MECHP\ICPLF01 S2E. FA\ i0 iL\ F0115 MI\LiES �EF �rieausioxi.vs�a.irco��eaioocavn�aswucn.nu exnn�sr Fn�,s veaeo ro rne �reviov. MAIN DISCONNECT BREAKERS TO BE 50,000 A.LC. RATED ALL BREAKERS i0 BE 10,000 A.I.C. RA1ED AMPS wiaE s¢E coNouir sizE 20A //12 3/q•• 25A //10 3/4" 30A $10 3/4" 35A $8 1" WA g8 1" 60A //6 1" 85A �4 � ��q" 100A $3 � ��p' 200A g3/0 THHN y� 400A //600 MCM 3 1/2' INSULATION TVPE FOR ]5' C THHN OR THWN �EPEN�ING ON LOCATION AND ALL EpUIPMENT AN� iERMINAilONS_ ANY OTHER DIFFERENCES IN INSTALLATIONS SHALL BE GIVEN TO PLAN REVIEW AN� PROVIDE CATALOG CUT SHEErS. ELECTRICAL PANEL 200 AMP MAIN 120/208V, 30, <z sancEs g4 SOLID COPPER GROUND WIRE (TVP.) a" coNouir vnrn - a 3/o ninN COPPER CON�UC10R5 & i rya cu caouNo FROM METER BASE v ij�� '+ry� ' �i� w"°�Fq��'G S�G PROVI�E #4 BONDING JUMBER TO METAL GAS PIPING 10 FT. 5/8"0 COPPER GROUND RODS GROUNDING SVSTEM TO COMPLY WITH IEC 250.}2 ELECTRICAL MAIN SERVICE ISOMETRIC VO 10 SCALL � CFl�4 +M' 3 +N"� 5/] �� 3PCK R��'0 �GFI GF�I �� iR GFl � a14" F� �� imGFl �a44° 12 �13 GFI +44" 12 � GFl CI�F��_"\' �1l cft �� +44' 13 15/P d�„�<� .,<�v� � (RIGFI (�iGFl ��q�" '� �n .�. �n .,<� 10 10 �10 H4" TR-�=,TI'r-`�.T 9 v d� �Fl (I Il CFl .I I 1] _I_ �10 Gµ, 11 11 11 �CN' �f44" �+44"�144' � � ]1 E�s,�; % 1 STEEL WWMN BUILDING PRAME 21 oa euaoiNc stEE� ,µ �� 22 �22 �X;',�'�� .�• � 22� � ]0 1I1I �ll/ (n1H4' � �a44'+�+N'm1 (n1+44 .„ .ry, .ry 3l 13 23 24 cauxtEx 5� �P3 �:.�•�e�•JTlld�'� nicn �aW � � � � � PrPI IIIG � 25 � � so� � GFI 144" � � �� PLUMBING PLAN SCALE' i14••=1•0•• 11 � � ]0 4� 2] +60" D-MARI( iEIECON PANEL 9� cFl cn(j� n 11 16� � GFl ,P m �6� GFI p I6� GFI +60" ie� � +� � !44" ie� C{I +� +44 6/ Gfl�� WAiER HEAffP AWVE MOP SINK 19� 19� �� NORTH 5 � z � � O d 2 F �-__� '• � � i � � 3Mo'��5�� i i � F�� 3 1 z � � � � � �� ),.'�iE��i / \ _ � t4 I � s ! � � � I� '�, � I \ �-r, I'r��'\T � ---_ __-__ I i � � � � �� A � A � _ 1 i _�i�.�'�I� C I � � I �, ' � li � i I� -�--. , �,� � , A A }M�'J� � 1 � couxrEr�. s� � -__-- � /-_ ---�o �'C�a='�TI�'.il'I � 1 IOW I � ' ncn' � � ---_'�------ � ,�unl-IfdB ' � i � �__ i __�__�__� � � E% ELECTRICAL LIGHTING PLAN � SCALE' i14••=1•0•• NORTH HOFFMAN ENGINEERS L.L.C. P.O. BOX 344 PINELAN�, FLORIDA 33945 (0) 239-4�2254� �F� zas-a�azss� .,-�:��hr,a�F�e `�5-- - - - - ii So "GL09AL COMMITMENT WITH A MAIN STREET ATTITU�E" 0 U N � N 0 Z � O U � � � � � � ` �/� � w j/ lV � � LLI � � J � � J Q W � � Z�� Hw^°�°U LL O M r CONSTRUCTION DOCUMENT 12 DEC 2019 � ��""��N �C uq�F ��4 �•`��'e�PEGc�' F�`:��Li9'�. : h.� :2: - ' Nc. 'E6C016'88 �: - = oF :� = 2 � � arnr=c= : ¢, = ��'�o'c�.�.iNoih „N?%�� 45`S�ONAL E �0�� 11 111\\ Step en Q Hofima - Engineer � � � � ELECTRICAL POWER & LIGHTING PLAN E1