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HomeMy WebLinkAboutVail Village Filing 5 Block 5A Lot K 1991 Galytin Lodge FKA Garden of the Gods.pdf /MPROVEMEIV T L OCA TION CERT/FICA TE L O T K, BL OC/� 5-A, VA /L I//L L A GE, F/FTH F/L /NG SURVEYOR S CERT/F/CATE.• I F�REBY CRRTIFY THAT THIS IMPRDVO�NT I,OCAT'ION CHRTIFICATION WAS PRfiPAREU FOR : TOWN OF V,�lIL, EAGLE COUNTY, COLORADO MARGRETH/LL rRUSr THAT IT IS NOT A . LAND SURV6Y PLAT OR IhiPROYEMfiNT SURVfiY PLAT, AND THAT IT IS NOT TO BE R6LI6D UPON FOR Tf� SSTABLISid+16NT OF F6NCE , BUILDING , OR OTHFiR FUTURE Ih1PkOVfiMCsNT LINES . I FURTHER C6RTIFY THA'f TE� II�ROVH�NTS , EXC;&PT UTILITY CONNECTTONS , ON THE ABOVfi DESCRIBED PARCBL ON THIS DATE , MAY 3/, /99/ , AR& fiNTIRfiLY WITHIN T'H6 BOUNDARiES OF Tf� PARCBL , EXC6PT AS SNOWN , THAT THFRfi ARE NIO 6NCROACFB�NTS UP'ON TF� DESCRIBHD PREMISES , IIdPROV9�fENTS ON ANY ADJOINING PRBMISES , E:XC&PT AS INDICATED , AND TflAT THERfi IS NO APPARE�: HVID6NC6 OR SIGN OF ANY BASEhf6NT CROSSING ORt BURDBNING ANY PART OF SAIp PARC&L , EXCEPT AS NOTBD . �" .�*6cc.t_ � ' _,�.;.�C _.,L . �, , � �3 � v f: L O T ✓ ROBfiRT R . JO DA 4 1 (V/LLA VQLLHALLAI COLCIRAI)0 P . L . S . N0. 26292 , � 1 � , � i ' ; , i , 1� , � i �:• : '�, i � 1 1 ' I � � � �, a � , _, ' � I�a• oRQ, �vvs .�,�y � �� \ _ �NAGE 8 � � � 4� E \ � ` , ��� i ��'3��� � qc. J� � � _ � i � �� \ � RETA/N/NG %� Ury���Y 1 Wi7LL �/� _ `�SEME'N 0 /� ` T 2O ! � a' 1 // � � // pOOL ` 2.T /3• , � // � [� 9T � .n �� �Q �( p. 2 '}_ \ n, � -• m 1� °' �(3 �. � O , b � �11 Zp• 3�9 2. r {3, o_ o\ � '. l`\\ \ 2T 75. q� .- o o\a — �V O/� p � : 63' °'. 1 `. - ° � ,� = � \ 3' z, � , _ , J3. ' `D 3 30 23• � �, s V � Zg. 2.�' � ta' � 2 -- � FOUNOAT/ON ON� Y � 3 ' � °- ALL D/MENS/ONS TO EXTER/OR OF zr � �J' �. ` ' ` Sco% /" = 20 ' o � � CONCRETE FOUNDATION � i � otio � 2.2' /z,. � � a+ , ._ . p � � c� (' � �' FOR BUILDING \� G�� DATE OF SURIiEY.• MAY 3/, /99/ cr� • _ � c., � 1 I (S� _ , 7� � l',' ' �P -- TpP OF FOOTER ELEV. = B/64.58 � � �� Cn _ ' GO ' '*�_ TOP OFFOUNOAT/ON WsILL ELEV. = B/73. 42 ET �,` � � �; , '�, � �4. JS' a (� - FOUNO ALUM. CAP /NRANC'iEBOX � � U° ROAD ' N � T--- _ 9z, /' AB? m�o � �— = FOUNOREBAR B ALUM. CAP (P.L.S 16B27J 1 5�, � _ � w oG L REBAR B CAP (P.L.S. 26292J TO BE SET UPON 1 � COM1�t°LET/ONOF /MPROVEMENTS 1 26 � 25. c�?. °- � T ' �� � pp' o � ' N- z5 LOT K "� � J , � � � 0.505ACREs � =4 °4323" Q 56• � R=/03. 40 ' � � L =B.53 ' NorE• i , � cavc�-rE '� � ' P/ERS ` �� ALL BU/LD/NG T/ES ARE PERPEND/CULAR TO PROPERTY L/NES \ � � o w � , ,N G� �� r �� � � �,� � r , �� � � � 1 �1 PRO✓ECT BENCHMARK R/M OF SEWER MANHOLE - B/8/. 7 � `" INVERT ELEV = B/69. 6 ' p -//B °3937" '' CONF/RMEDASSAMEDATUMAS V/EW �OB "OOVO ��_F 12245� CORR/DORS BY EAGLE VqLLEY SUR�EY/NG R=20. 00 ' ' ANOBYTOWNOFV/J/LENG/NEER/NGDEPT. � = 7B °0000 " L =4� 42� �� R=20. 00 ' c' � L =27.23' PcarrFOaoao ¢ �� � �� 1 ' GORE CREEK ROAO (50 '1 Noa •oo oo°w _ _ � � O � 50 00 ' i(06'�— - — - - - - - � -- - - � - - - - - - — - - - - �i� 5. 00 ' � — �oB �0000�w s000- — .� �� H ����, �� ,,� � , o�z. —fi'� /2/0.46'MEASURED/ � � � 4.84 ' � '� W � BAS/5 OF BEAR/NGS � :� !o I PER PLAT OF Vq/L �/LLAGE F/RST F/LING ° o N6 °00 '00 "W n ry � ' � Robillard & Associates, Inc . � � Consulnnq Englneen i Land Surveyors � Plonner � Co�afructlon Ma�aqsrs PO. Box SB9 SllvertFwrne, CO 8W9Q J03 r6E-620 Pro/ec/ No. l/980-4/O HVAC - GENERAL NOTES 1 . UATIIROOM E%IIAUST FANS EF - 1 ARE 10 BE S4ITCHED SCPARATEIY . ACIUAL SMiTCII LOCATION 10 BE APPROYED 6Y filE OWNER ' S REVRESENTATIVE OR ARCIIITECT . �n 2 . 11LL DUCTMORK IS " lN��" DIMENS �ON . AlL SUPPLY OUCTNORK IS 1 ' UNCf; U N � � � � DUC7NORK OR FIBERGLASS DULTBOARD . �.., � 3 . F�N COILS : L 7 p , MOUNi All FAN COfLS AS HIGN AS POSStBLE IN 711E CEILIIIG SPALE . U `a MOUNT ON VIBRAT (ON PADS . Q �� B . ALL WCT CONNELTIONS TO THE FAN COILS SHAIL HAVE FLEXIP,LE DUCT � � SEt GIV IL C�WGS K-� � - CONNELTORS . � GpnfT Dtr�GT � � S�RM � L . PROVlDE ACCESS DOURS fOR RLL LEILIN6 SPRCE MOUNTED �AN COILS . Y ;�VLF . � S FE!. ACCESS DOORS SNALL BE PROVIDEO M1TI1 q M ( NIHUM OR NO FLANGE FOR a INSIALLATION IN A GYPSUM BOFRO CEIIING . � _ _ - _ > --- -� - - - -- - � . CONNECT HOT MATER , CH RLED WATER , AND CONDENSATE PIPING TO FAN COIL . - - . _ TO AIION THE FAN CO1L 70 BE REMOVE� FOR kEPLACEMENT OR HEDAIR . � � � - . . _ ._ . _ . - � �Q Y E . TNE ACCESS DOORS SIIALL BE A gjN(MUM - OF 6' LARGER THAN THE FAN C011. � �i D ,, -' DIHENSIONS ( SEE FAN-LOR SCHEDULE FOR DIMENSIONS OR EQUfYALEHT FAN Q U � � COIlS ) . � y p r - � F . MAINTAIN ACCESS TO TIIE FILTERS FOR MIIINTENANCE . � � � C� � - - r , � - _ ' _� � J - - - -� L _ _ _ r - � - � _ _ - - 1 . E%HAUST FANS IN TOILETS AND OTNER SPACES SftALL BE DUCTED TO AtV OUiS (DE C - 1 MALL MITH A MALL CAP OR TO A SOFFIT MITH A SOFFIT GAIILE (MINlMUM 95 � � � / � \ - L _ _ _ _ _ _ _ J - - 1 SQUARE INCNES IN FFEE AREA) . I L _ _ f � � S[_E STaRhiqY ✓ � � i - J � � HUMIDIFIERS - GENERAL NOTES ?' � 5T. LIhIL - " SN01�lMGLT GETAIL � � ` � � \ I - � 1 . NOUNT fl- 1 IIUMIOIFIERS FAOM CEILINC OR ON YALL INSTALL STEpM PIPItIG I \ I / � � TMPS , EiC . , PER MANUFI4LTURER ' S RECWNAENDATi0N5 . CONNCCi TO OOMESi1C I � - _ _ _ - - � � ' I \ .,` POPONGATER RNO PROVIDE ORAIH TO IIEAREST BA1tIR00M GROUP OR CONDENSATE � I / � i � � T" � - - - - _ __- - - _ _ \f_/_ � 2 . HOl1NT H-2 IIUMIDIFIE0.S IN CLOSET CEILING SP0.CE . PROVIDE AUCSS P�NCL FOR � � -� � - - _ _ _ _ -�_ _ II REf� �F SNOWN�ELT (TT'F� EASY RLCESS FOR MNINTENANCE . COHNECT TO N�AREST DOMESfIC HOT YATEk I I - _ I - - ��� hIOTtS � PIPE . CONNECT DMIN TO NEAREST RAiHR00M GRWP OR CONDENSAIE LINE . � � _� � I pLTERNp� ; PROVIDE A UNIT PHICE TO INSTALL 11-2 IIUMIOIFIERS IN RLL iI - � \ I . � I I / � /-' ��• / SIEEPING ROOM CIOSETS . CONNECT TO D11M, BATI�HOOM , YnSTE , nND ELECiRKAL : ' _ i r - - - � - � I � � / FIRE PROTECTION - GENERAL NOTES � � � , � - I � / I - - - - - � `� 1 , AlL IIEADS RI CEIUNG TO BE CONCEALEO. hll HEAOS iN SIOE41AllS 70 BE - � ' � r- - I / I I � J'� - � � CNROME- PIATED . / 'L I , - / i L I _ 1 � i � / 2 . THE F1RE 7ROTFCTION CONTAALTOR SNALL LAY OUT IIEAOS AN� PIPING TO CDOR� 1 - ,�.,� ������ � l 2 I / HATE NIiH DUCT170RK , PLUMOING , AND ELECTRICAL EQUIPMENT . THE SIInP �„� �� ��fp� ' I � f / I / DRAMINGS SIIALL BE APPROVED BY TIIE f.NGINEER AHO ARCIIITECT �E (Clf7f. CON - ,C'�J'fF!/i�� f� �-li_J•D � � Ihl � - - - -- � _ - - I / / STRUGTION . . _ - nr� ^„ �f`�'� � i N� a rU �3C (' � _ � PRCf/� p�s' = s �' ^+'�'-E� � � � - - _ � � � ' PLUMBING - GENERAL NOTES `�yo:� � � P� �c . f�IPE t- �r'� (3ui �-Pir�Co i � ' � _ I - �o C�x xJ��f-P�Ex pi P -C . � � ' �.si : � PR�C�YI E '7��arti`�f- L � � � / � 1 . RUN ALL CONDEHSATE LINES ( NOT SIIOMN ON ORANINGS ) FRON COOLING COIlS 11N0 � , SgR P.� � �� � � � � - - I I / / , j' � HUM (DIFICRS TO R BATHROOM GROUP . TIIF. PIDING SIIAIL BE StuPE� lt�ID TIEO � - _ - INiO AN IN7ERIOR M0.LL TRAP OR ?AILPIECE HEETING LOCAL CO�ES . '�_ ° ; '+ � �_��L�� � I � � � ' I / � / . � 2 . PLUMBING 70 RE ROUGHED- IN BASED ON OIMENSIONS OF FIXTURES l0 BE SELEtiCO f����'�ir.a� �'!���- ��'�` "'4�e`\ � � �� BY 1NE OWNER/OWNER ' S REPRESENTATIYE . ���t�����"����������x� � I � � - - - - - - - ��� / / ` � / / SNOW-MELT SYSTEM - GENERAL NOTES ' � _ _ � I � � I � I � � � I �` � � , ' , � i 1 . ALL PIPING SHAII BE NONIN{IL 5/8" DIIIMETER . . II I � � � / 2 . AlL PIPING TO BE INSTALLEO AT 10' ON CENTER . / � L � � � � _ _ - - - - - - i , i r" - ' / 3 . DISCONNECT P [PIN6 TO REINFORCING MESH MITH PLASTIC iIES (NO WIRE) . � � I - - - - - � � / q . TOP OF PIDE TO BE PIACED 8E7MEEN 3 ' AND � " FROM THE TOP OF SLAB . ( NOTE : - I , I I - - - - � � j I ' � \ ` � MESH TO SET ON CHAIRS ) . I � - �- I � � I � I - I ���\ 5 . AYOID ALl ESVANSION JO1N75 BY ROUIING AROUND OR UNDER JOINT . . y � � � - - I \ ,.�JOiNT R �P �' � 6 . WRAP PIPING WlTll ARHAFLEX INSUlATION 1 FOOT Ofl EITIIER SIOE OF EEPANSION � � � � � � - - - _ � JOINT OR CONTROL JO1NT . I I - - I SEF `�7:�� � ��{iY - � � � � ' � - � 7 . PROTECT AlL DIPING NOT IN THE SIAB NITH I '_ THICK ARMAFLEX 1NSULAT [ON ( !N I ShIOhIMF1-"� .�JET�` i � I � � GROUND OUTSIOE OF SLM) . � � P'FLtK PIPE 7 I � � I ` � � I � %/ ;� 8 . PROYIDE SHUT-0FF AND BALANC (NG YALVES Ai ALl LWPS AT HEAQER . , I _ 9 , iNSULA7E PIPING TIIROUGH BASEMENT MALL M1TH AWNFLEX ANO CAUIK OPENING ._ S�. STAIR�.�Y � I _ � Z�� - + , M { TII YATER- TIGHT SEAL . ' � � SN.:� b.l�''IELT �7AIL � I I � �� 10. FILL TIIE SNOW-MELT PIPING SYSTEM MITH 50% ET�iVLENE GIYCOL . � � � _ I / _ . • � I � ' ' CONTROL SEC�UENCE J� J� % I I ~ � � i� l , FAN-COIL CQNTROl: PROYIDE A NEATING/COOLING 1HERMOS7AT FOR EACN f�N � I � � _ � � I � i CO( C. EACH 7HERMOSTAT TO BE PROVIDED NITH A SUB-BASE MFIICH YIU ALIOW � I 1 l . � . � THE FAN TO OCERATE IN ON OR AUTOMATIL POSITION . (00 NOT ALLOIt FAN 10 BE � C OFF ON CALL FOR HEATING . ) � � I � I � I � � A . HEATING MODE : ON A CALL fON IIEATING , TNE THERNOSTAi LYCLES TIIE � � � � �/4� � � � � ROOM FAN AND THE TWO-MAY OR TIIHEE-MAY CONTAOL VALYE TO MAINTAIN � I / � ifMPERATURE . (NOTE � PROVIDE THREE-WAY YAlYES ON TNE FURiNEST Q � � / \ �_ _ - - � / '� UNITS FROM THE BOILER NOOM . ) � \ i \ _ _ � � I � . B . COOL [NG MODE : ON A LALL POR COOLING TH� TNERMOSTAT CYCLES , iI1E FAN O ANO A iW0-NAV OR TIIREE-MAY YALVE TO MAINTAfN ROOM TEHPERATURE . I � I � � � �' " (NOiE : PROYIDE TIIREE -YAY YALYES ON THE FURiHEST UNITS fR4M iHE L I \ \ I . � BOILER ROON . ) � � I 2 . BOILER CONTROIS : EACH BOILER AND ASSOCIATED P- 2 AND P- 3 PUMPS TO CYCIE __ � i�� p , � P�C� I � � �� � OFi I7 $ OHN AQUASTAT LOCATED IN TIIE RETURN PIDE UPSTREAM OF THE LPS7 I � BOILER . SET EACN 80ILER TO SiAGE ON ANO OFF MITH A 5 ' DIFfERE��71A1 W O BEiMEEN EACH AQUASTAT ( 170 , ] 05 ) . AQUASTAT 70 BE TfEO IN WITH GUMC , � I FAN , AND BURNER CONTROL CIRCUIT ON EACH BOIIER . PROYI�E IMTERLOCK TO � l - ��M - , ' I � � � � . � - KEEP BOIlERS FROM SEOUENCING IF THE FAN-COIL PUMP , DOMESTIC NAIER Q � .� i � . _ I HEATING FUMP , OR SNOM-NEIT HEATING PUMP ARE NOT EIIERGIIE� . � � � 3 . FAN-COIL 100P VUMPS fP- la AND P- Ib1 : PUNPS SHALI EXERGIZE NHEN THE � NP - � / � L - - - - - _ I I � OUTSIDE AIR lEMPERATURE IS BELON 60' (ADJUSTABLE) . PUMPS dRE OFF ABOVE � GO �vSEfZ - - - - - - _ _ I 65'F . GAS r'IETEI� - - - - - - - - - - - i HRE l�EPT Cor1NELTIONS �j, �j NC3TUN � NP� S - - - - - � - - - - - _ � 1 . �1 4TIL BATER NEATING LONTROI : PR041DE AN AQU�STAT L6LATE DIN TIIE � _ _, n` t�12Y S"fAivPPiPE � ll� l^lE1 SPRIt`+Il�l-ER SYS . LOMER VORTION Of TNE Si0RA6E 1tJ11( NHICH MIL1 ENERGIZE 1HE DUMV$ ( P-4 ANO `�� F1k � � 4 F-3 ) IF THE TEMPERATURE DROPS BELOM 100 ' F . TNE PUNPS AIlF OFF IF TIIE O O TANK IS ABOVE 130' F (ADJUSTABLE) . � \ WAir.R UNf_ � � . J 5 . 8ATi1R00M EXHAUST FIVH: FANS SHALL RUN FNOM A MAIL SVITCN L�A7ED IN TIiE � TOILET AREA . - � . 6 . t�MF�T � � u07 YATER REGIRLULATION : PUMP P-8 SNAII OPEMTE OFf AN AQUII- Z O � STAT LOCATEU IN iNE RETURN VIPE . PUMP IS ON BELOM 85' F ANO OFF ABOVf � ` � 1� • F . � 1 . FIeGNT OF STEP � �' �� � - e O 7 . SNILIEU MRTER SYSTEM: THE WTS [OE AIR TRANSMIITEA AND RECEIV- V �-��O � � �� ER/Ctl�1TROLLER SFUILI START THE PRIMARY CHILIED'YAiER PUMPS ( P-5 AND V-6 ) WNEN THE OUiSIDE AIR TEMRERATURE RISES TO 65 ' F ANO STOP TNE PUMPS WIIEN � /� � \ . TEMPER�TURE FALLS TO 60 ' F . PROVIDF A MANUAL OVERRIDE SWITCH TO START � � HUAG NOTES 111E CYCLE MANUAILY . AfTER CHIlLEO VATER FLOA IS PROVEN BY A FlOY SMITCH , THE CHILLER YILL BE ALLOMEO TO SiART fROM ITS OMN CONiROlS . � � SU�iOi°L� --. TiENCI1�LLE0FMhTER PUHPSCIOLRUN UNT�IL DOWCHILLER H S� GONEOTHRO ITSAPUMP R�i:�Rt�l -- � DONN CY0.E . A TRANSMIiTER IN TIIE CH0.lE0 WATER LEAVING TNE CHILLER NbT c % . � � I " SHALL MAINTAIN CllillE� HATER TEMPERATURE AT 45 ° F 7HRU A RKEIY- � � �f'�,Y Q RET1.-iR � _ � • �U �=� PL-Eh� V� "`� � �F� "IE F/}t�l CA� L SNALL BE ER/CONTNOLLER . CONTROlS FIIRNISNEO BY CHILLER MANUFACTURER . CONNECT �ZLINS T�� � ly2 LJN�-(� OR FI �E�LAS`? }�LlC�T P�O . � ��+t�J �(J �,H � M1 TlgL� TNESE CONiROL$ AND CAIIBRRTf TIiLM TO OVERA7ING CONDITItlNS . TIIE COt70EN5- ER SNALL 8E CYCLED THROUGH C0117ROL5 PROYIDCO AfTH THE CHILLER . �EIL� �i S"(E1° _ � - - _ 2 . 8x4 PI.�T R� NOUTS /aRE I`�9T IN � �ii�"iE.Q g GA�taGE EXHAUSL$�1�P1 : R CARBON MONOXIDE SENSOR ( ELl ) LOCATEO IN TH[ � E�EYATiON ( � � 3. ALI. FAN GOIf'-S IN 'fHF /.�TTIG. AfZE_ TO � L PARKING GFRAGE SIIAIL SENO A SIGNAL TO OPEN TNE OUTSfDE AIR UAHPERS hN� � SUSPENpED F���� T"�E S"rR�+ C,'fURE , r'buivT ENERGIZE TIIE EXHAUST FANS . THE FANS SfIALL CYLLF OFF MIIEN iNE CARBON � � NEAK TI-�E FLL� TC ALLOt1 �LLE. SS ARLX�� �`i17 MONOXIDE MONI70R NO IONGER DETECiS CAR80N NONOXiDE AOOVE 11tRESIIOLD . � =. � � EOU � �`�IEt�rT , PR.C1/ pE ACC�F_S� Ft7 � FILT�tSj G"� AN (��� PROVIDE A MANUAL SMITGI ADJACENT TO TIIE SENSOR . � -` ��°�-�` - - `� - - - SITE PLAN - MECHANICAL v � I u� � ' � S��/ i(�iN(1 t.N`1�T � MTO O� VIBRATION ISa-iaT� Onl 9 . SN0�1-MEIT SYSTEM: PROVIOE A TEKMAR CONTROI SYSTEMS MICROPROCESSOR-BASED �{ � INSI�� LAZE "f�-I� EXjZR � ��� OF AL-L OVI ISIDE A � rZ SYSTEM 70 CONTNOL TNE SNOW-MELT SYSTEM . (TEKMAR NODEL 217 ) 1 � = IO � PI�GTS �N CL17R�DCR � QU� LIC. SP/X� FATJ CC%'� L� TIIE StWWMELT Sf1AlL BE CONTROLLEO BY TIIE 7EKMAR SYSTEM. PRO4IDE TI�E S . Q��E� ��`1 �.�71LS TD �E I"1Tp , FR...)' M l7�GI� TEKHAR TYPE 214 SNOW/ ICE DFTELiOR VINICH SFfl�Ll BE MIRED TO TIIE TYPE 217 � -�f'�N F ISbI�TI �)N CONTROLIER . THE 1YPE 214 UNIT DETECTS SNOW OR ILE HFiICH SIGNALS 1HE r A +��/Y ("bl}^IT W N ! CONTROLLER TO START SqOM MELTING . ,_.. � SIDE VIEW PLAN VIEW � aw �xu s� uc.rs ��n-r -r�r�� �,ar� �. sc� �� �Q� �� ������� p��� I� -rN � � � 1 � ��� PROV (OE SNOiI MELTING H£ TURN ANU SUVPLY SEOiSQRS , SlAB SENSOR TYPE 31/ . �..,�+ pl.fC-T ��'ORt- �I-11ZNIN� pC? V1I� TD SOFFi1 GRI LI..E . AND BOIIER RETURN SENSOR . \ fJ TO START UV, T{IE BOILER SIDE PUMP ( P-9) IS AILOMED TO OPER1ITE . � STAIRWAY SNOWMELT DETAIL OPERATION : PUMP P- 10 IS ENERGIZFO 0.ND PUMV P- 9 IS CYCIED TO MPIHTAIN CJ t- THE AVERAGE SUVPLY MATER TCMPERATURE . PROVIOE AN i9LE CONiROL WIIEH THE � � . OUT54DE AIR TENPERAiURE IS BELOM �0 ' F BUT SNOW OR ICE IS NOT DETECTEO . E � � NTS , IF Sf�N OR ICE IS DEiECTED , THE SNOWMELT SYS7E71 OPERATES IN A MEL1 HO�E . - 7 .n PROYlDE SEQUENCE PER MM1NUFAL7URER ' S kECOMMfN0ATI0Ni . Z W � r 10 . EXIIPUST FANS : CHILLER ROOM ANO ELEVATOR EQUIPNENT ROOM EXIIAUST FANS . p � Q Z PROViOE A COOU NG THERMOSTAT ANO OFF-ON-AI1T0 SM [TCH . fAN IS ON ABOVE '7 C `.J 80 ' F . - -- - , � - ' ll . H_ ] HOMID._[F_1�9: CONTROI fROM HUMIDIST�T , PROVIOE FLOW SWITCH TO PROVE � AIRFLOW IN FAN-COIL BEfORE ALLOWING NUMIUIFIER TO OPERATE . - - N111 ��- PUMP SCHEDULE i MANUF . $ x vo�Ti EXHAUST FAN SCHEDULE _ _ _ _ _ __ _ __ __ COD - NCDEL N0 . SERVICE GPM HEAO EFF . RPM HP PHASE REMARKS MANUF . & HP / VOLT/ MECHANlCAL LEGEND I � P- la , b B&G SERIES 60 MAIN HEATIN6 WA; ER 24 46 40 1750 1 208 /3 RUN IN PARALLEL CODE MODEL TYPE SERVICE CFM ESP WATT PHASE SONES NOTES REMARKS � Q SYMBOL B� DESC�1PT10N SYMBOL BB DESCRIPiION SYMBOL �BBN GE�CP,IPIIG" I ' J P-2 B$G MOC : � BOILER HEATING 85 8 - - 1150 1 /4 115 / 1 B- 1 BOILER , 1 EF- I PENN Z-8 CABINET BATHROOMS 150 . 25 105 W 115/ 1 2 . 5 3 , rJ --MWS � HWS MUnpC MA'R 91PPLY - p�}' oorsnc can w�ax � ND3 FAN -HwR- Mw NFAtU�G NA?R R` IU�d1 - • • � OMM oarsnc iror rum+ °N �urc cucr oorM � 1 P- 3 B&G MODEL BOILER HEATING 85 8 -- 1150 1 / 4 115 / 1 B- 2 BOILER , 1 EF- 2 PENN Z101 CABINET CHILLER ROOM 460 . 25 240 W 115 1 5 . 1 2 - �"s - as QICIED MATA SUPPLY - • • • - MIC rar .�m+ cmc 2 - 1 2 " FAN � - a+a- a� 6at1ID MA4R R'T1NN - F � f rv� wmr�cna ug � srnc ou^ ur � CS - CS CwDENSEN r�7Et 91PPLY - C- 6 1UNRAl cA5 1 P-4 B&G SERIES DHW NEATING 30 10 -- 1750 I /4 115/ 1 EF-3 PENN Z101 CABINET ELEVATOR 460 . 25 240 W 115/ 1 5 . 1 2 - �" - °1 �ND°'� una �ua -w- w wnr�rwas+e [�}t-Q cowcacnue+ rr,r� w/ � R� � �1 0.'F19GOW7TUOJID � A � U � /JR DENLE Sri3Q 2 FAN EQUIPMENT ���1 �/\ �� RS � RS RE7AICO�WT41C170H � ST � 4T Sid01 DIWN - `�( -9�L°/ WlA1C dFiUSER I P- 5 B8G SERIES 60 LHILLER 55 18 54 1750 1 /2 115/ 1 1 EF-q PENN Z-8 CABINET SKI LOCKER 150 . 25 , 105 W 115 / 1 2 . 5 3 - "c - "� '�1°C6t�"fHOT � - -v - - v w�T I - I 2AA FAN - irs - �rs iow ru� s� - o - o rmr�cr ort� u� I h�' ►� ymrww. oar�sm � -- LPR - lPR LOM P� NIDENSATE � u��- YA Y�Mr1 Nt H NEOSTER P- 6 B&G SERIES 60 , MAIN CHILLED WATER 60 35 55 1150 1 - 1 /2 208/3 - ac - x nnrmcoaFxs�h �sr� - v�c - vec vwur � i z � A EF- 5 PENN Z-8 CABINET SKI LOCKER 150 . 25 105 W 115/ 1 2 . 5 3 � FAN -�� �y �� y,LLyf - N� N �rmaa r nrt�m,�r - o- o wrca ❑ P- 7 B&G PD 37 DHW CIRCULATION 14 28 -- 1750 3 /4 ll5 1 ALL BRONZE -t`-�- ev e.0 vkv� _HO_ � N� � T n mmc��N� �s�v - 6 PENN PROPELLER GARAGE EXHAUST I0 , 000 . 25 1 HP 208/3 11 . 7 I , 4 mmrA '-S BbG PR DHW RECIRCULATION 3 15 -- 1750 1 6 115 1 ALL BRONZE BREEZEWAY BF -�^ - e�v ac,wacvav: _�� � � �T � COq COt(NCC1164 TD CESIWC EF- 7 VENT A HOOD HOOD EX- KITCHEN HOOD 300 - - 2 115 / I - 6 -{�- e�' e�r�erva� -� roo nm� ctµan Q P- 9 BB�G SERIES 60 SNOWMELT HEATING 80 10 50 1750 I /2 115/ 1 MAGIC LUNG HAUST -► � 2AA WATER -�\ ��� {. cv aca vti� MODEL 200 600 1 / 25 HP ' � '^' � (NS.N01 $lJIJ '-"� � X0g � Q P- 10 B&G 1510 $NOWMELT LOOP 90 70 60 1750 5 208/3 BASE MOUNT --�- vrtv r�mme p�uqpG vA�E _�pl p �. p� T� ' n l = 1 / 2 " @C PUMP EF-8 VENT A HOOD HOOD EX- BAR- B- pUE HOOD 300 - 2 115 / 1 - 7 ' MAGIC LUNG HAUST 600 1 / 25 HP �--�- w rucvu� ;u � a NOTES : MODEL 200 _�_ 5 �� M� ��, �, � no nuart auw ��a � \�\ c � a - i NOTES : -��F- u u+a ns Roo�e xac sarr s+mw I .; o INTERLOCK WITH BOILER CONTROLS -��� arv ;.1:mRAT� BLLA4piM' V!LL � � �uTM� � sxc�r ar " < m 2 INTERLOCK WITH CHILLER CONTROLS 1 PROVIDE FAN AND MOTOR GUARD ,s�� �,� ��„s n,n � o 0 3 WITH 50% ETHYLENE GLYCOL MI J(TURE �Q ov pR�RI YALK_ M�lip¢ p�p �, a 9� � �,�� � �Y � � -- o g 4 2 CONTROL FROM LINE VOLTAGE THERMOSTAT AND MANUAL SWITCH � � K l�.)fiUPo �L01NL''i�1 3 CONTROL FROM WALL SWITCH P�HFH�pNs IU RETURIINR � ao � � 4 CONTROL FROM CARBON MONOXIDE SENSOR , INTERLOCK WITH DAMPERS -�- rT raTr,w w au� ,ua I � a N C FAN -COIL UNIT SCHEDULE FOUR- PIPE 5 PROVIDE SPEED CONTROL SWITCH WITH UNIT ` aeow "TMnnaa�cvu+e oa aawsT � s _ 5;, 6 PROVIDE SWITCH fOR EACH FAN , COMMON 8 " COLLAR �""' �"' S''�=TM � �u� � Kc Naa�w.rnoss PR � � 7 PROVIDE SWITCH FOR EACH FAN , COMMON 6 " COLLAR T no Naw�ra'o+ `" � FAN COIL ELEC DIMENSIQ45 � NC NCT !� CRiTReCi I MANUfACTURER/ YAY YAHU�1 A'fl NM � I �C1C� M�E� M�. SfRVlCE CFM RPM ESP SERVICE NBH Wp AVD G��M ROY Hp y � I yp ��,4 p�� YC MEWtaCA: LONiR/.C70P 0 A L 4 H VT REMARKS � E` �V�� ��A�� fN' 1 MC IX1AY AY A:Rd1AT:. MI4FXi ..••,iFii"11p�li/// 220 119(I 0 . 25 MEAT 5708 1 .9 0 . 6 1 715 1 0 .8 23 - 1/8 27 10- 7/4 3a (2) �_ FaC rA�tttt AutouePp; CpH�R . . . �. ; 'rF'.: Hi, TSX - 037E ��� �,5 3 .0 0.8 , EQUIPMENT SCHEDULE _ � � �= � �m Y�RME�DM�IPQ2 . ' �"��4° y �) iC IOIPWANR"_ CON7R0.5 � �P,-;�-F,, ,S .` FN- 2 MC OU0.T Z80 1180 0 . 25 HEAT 6236 3 .8 0. 6 1 115 1 O .B 23 - 1 /8 37 10- 1 /4 40 ( 2) -k-- PA P.?:' �NOidt LJ N NEM EOU�1!'11r TSH- OC1E COOL �400 8 . 5 1 . 8 S (E) F DOSnNC EONPUFNi �?�O� C- 1 LHIILER AIR- COOLED SCROLL COMPRESSOR-CHILLER UNIT . R- 22 UNIT SHALL HAVE MINIMUM TWO STEPS P0 P1�`' � ��� �` D�' Nv sn+�er ��vAnw • rcu- 3 Nc ouar c3o 9zo o . is HEAT nov i .a o . a � � is � i . o z3- iia <z io- � ic sz cz> OF UNLOADING ( 100 - 50% OR 2 COMPRESSORS ) . UNIT SHALL HAVE A CAPACiTY OF 20 TONS -�uui�-- oe �,� wrav�c�,o„ � us � n,as�m �oon ` � � � : TSN -O61E LOOL 6713 15 . 5 1 .9 3 � �E OA� .'i '. �,.. COOLING USING 55 GPM WATER FROM 54 ° F TO 44 ° F WITH A MAXIMUM PRESSURE DROP OF 16 :s ;; ,, �' ' � ' �cw< MC OUAY sso iibs o . �o NERT iens is i . e i ns i i . a za- ve az io- ii< se cz � FEET HEAD DROP . BASED ON 85 ° F AMBIENT CONDENSING TEMPERATURE . 208/ 60 / 3 , 20 KW , �_ � so a�oKCO� " ` °<-�,•a,,,� .• �� i TsN - oaie cao� aeto to. o z . s 3 n �ua�n r+ r�u ''` �v � ,ONwL E� �i��``� MINIMUM AMP = 88 , MAXIMUM FUSE = 125 . PROVIDE MAGNETIC STARTER AND SELF-CONTAINED ji �� � FN- 5 nc euer seo ioes o . zo xe�r z0000 a .< z . o i > > s i i .e ZS- 1/8 so io- v< re <z� CONTROL PACY.AGE . (/� �IIII"- �unluiii�€���i�xW`� 101E �- lu� it RFX W� OOHMEC�OR [OOL 10830 10. 0 3 . 0 3 Y PR�1p� cAUf w/C00( rcu-e MCWAT �so i �oo o .za MEAT z�i�s as z . c i > > s i z . i 23- i /8 ba io- v< ioc tz� TRANE CCADJ - 20 � � sw :�sox �..i �Y� �ro* 000� x/ s� iSN � 121E LOOL 17476 10 .6 5 . 0 3 �- . rcu- � MC OUAY ttoo ino o . oe MEAT iotu z. t .ob i , p t ,�r, ti5 � �3� ��8 z8 i � ��B zz3 �� TN COND- 1 CONDENSER AIR- COOLED CONDENSER TO MATCH ABOVE CHILLER . 20- TON CAPACITY WITH fAN STAGING TO ____�_ Mv rnw�rer, vuti_ � sce- izia o . n cao� ncn e. z .ze 3 .z CONTROL HEAD PRESSURE . 85 ° F AMBIENT CONDENSING TEMPERATURE AT 8 , 300 FOOT ALTITUDE . �Y010fP fILTER CONDENSER TO BE SAME MANUFACTURER AS CHILLER . PROVI �E MAGNETIC STARTER , . 208/60/3 ., ---p�-� y�W 7iW� MAY ,1i^„ VilYE �,�-�, FN-8 MC OUAY 1500 1238 0 .58 NEAT 22054 0.6 . 07 2 . 2 1 0 .58 115 1 44 - 1 /2 41 - 17- 7/g 305 YITM SCB - 1618 7 . 1 COOL 15335 2J . 27 < . < 1/G � IITER � ' . I � X � $1pPLTq1CTpOVM FCU•9 M[ WAr 2300 7094 0 . 71 NEA7 79T36 2 .9 . OS 2 . 0 0.% � 5 TRANE CAUC -C20 - Y SCB - 3018 i . i coo� zszso z .v . �v e. e 2 °�- v� s� zo- aia soz f��TER B- 1 BOILER HIGH EFFICIENCY BOILERS WITH MINIMUM EFFICIENCY OF 85% . RATEO INPUT OF 1 , 500 , 000 , �- SV S�.FNptl VK� _-�I �E7tAN WCT lA • ToTa� STAT [ C CRESSURE ( INCLWED roR L�RGf , DUCTEO , BELi �DRIVEN UNITS pllt ) BTUH AND OUTPUT OF 1 , 275 , 000 BTUH AT S . L . UNIT TO OPERATE AT 8 , 300 F00T ALTITUDE . � 3 /4 HP , 120/60/ 1 ---� � A�c uP / vw� ooiw I ( 7 ) N0.%IMUM CFM , RPM, AND TOT�I OR E%TFRNAL Si�TIC PRESSURE SX04X FOR UMIT 5f2E �F�Np � PENpX plCt 0.�M1 f2 ) GROVIDE RETURN VLENUM 11Np THRQ1-AWAY FIITER �� �JyP ENiERING [NIILED 4ATER = 45 � co�� cFrt PATTERSON KELLY THERMIFIC N- 1500 �eav � WC CHILLED YFiER = 52 �6 B- 2 BOILER HIGH EFFICIENCY BOILER WITH MINIMUM EFFICIENCY Of 85% . BOIIER INPUT OF 1 ,g00 , 000 � EN7ERING wEhTING 44tER TEMPER�TURE = 190 L(�L�N(� -- N�P�j �.�� _ �ea� iHC UAiER TeM�eanr�ae = ieo �M � BTUH AND OUTPUT OF 1 , 275 , 000 BTUH AT S . L . UNIT TO OPERATE AT 8 , 300 FOOT ALTITUDE . MEAiING EAT = 75 � LhT 11 � 3 /4 HP � I2 ��O0� 1 COO�. iNG EAT = Tj � Ui 55 PATTERSON KELLY THERMIFIC N- 1500 PLUP. "', ; � !G E�Ufi' �1ENT LIS f CPF - 1 & 2 TWO- GALLON CAPACITV , QUICK OPENING CAP , AND NEGESSARY TAPS AND SHUTOfF VALVES . GRILLES AND REGISTERS CHEMICAL POT FEEDER rr_i ja�cH oaaix TENCO MODEL 42288 OR EQUIVALENT , HOH , DEARBORN , ro�ycnra aeiNra2cco r,oNCSEi , 502 Fr� r�in;, � i; i r . �, .� ,�, = YMBOL TYPE MANUFACTURER/MODEL NECK FALE SIZE NOTES NOTES ET- 1 OIAPHRAGM TYPE EXPANSION TANK , VERTICAL , 11 . 3 GALLON ACCEPTANCE VOLUME 14 GALLON m,nin , r.oaNOir+nr[ F[7u � a �o �ENCniwirHnacui _ � � � + URAWINGS . HINIMUM 6" DEEP MITH � " BOT70f1 Uo ; ', . � , EXPANSION TANK AND TOTAL TANK VOLUME , PRECHARGE TO 12 PSIG . PROVIDE 2- 1 / 2 " AIR PURGER ( #447 ) AND # 700 wtTt{ P-TMP . A SIDEWALL TITUS 1701 SIZE AS SHOWN - 2 GYPSUM BOARD SURFACE AIR PURGER ASSEMBLY AUTOMATIC AIR VENT AND FILLTROL VALVE . ' w TYPE C ( HEATING ) wa� Mnsf�ea eox V� B RETURN GRILLE TITUS 1700 SIZE AS SHOWN AMTROL �IIlMM# 90 aes wooaiaao , nnn -vrseeze , CAST BMSS , 3 /4 " NOSE rr, , Q - Z GYPSUM BOARD SURFALE � � wnu HYDRI1Ni MITN VAfUUN BREhKER , LOOSE T-IlAtil �� [ , C CEILING DIFFUSER TITUS TDC SIZE AS SHOWN 12 " X 12 " 2 GYPSUM BOARD SURFACE �T" 2 DIAPNRAGM TYPE EXPANSION TANK , VERTICAL 24 , GALLON ACCEPTANCE VOLUME , 4 . 4 GpLLON POLIShIEO BROI�ZE 60X FACE , O EXPAP�SION TANK AND TOTAL TANK VOLUME , PRECHARGE TO 12 PSIG . PROVIDE 2 - 1 / 2 " AIR PURGER ( p447 ) AND � 700 F� FLOOR DRA(N D LINEAR DIFFUSER TITUS ML - 39 SIZE AS SHOWN SLOT SIZE 3 , 4 GVPSUM BOARD SURFACE AIR PURGER ASSEMBLY AUTOMATIC AIR VENT AND FIIL TROL VALVE . SEE DRANING ( COOLING ) 3000-n �osAM, ensl iFm� , onu�� r aen � r,nc [ r � nr,ce . �nn ��:�srnc! � � E SIDEWALL 6RILLE TITUS 2 �2 -RL SIZE AS SHOWN AMTROL EXTROL �30 NICKEL BROULE � � nAINER . ��- f �A� . hr.CV ; (JE � �. ,;s!� 1 ;,:; - 2 CLAMP . UH- 1 UNIT HEATER HORIZONTAL TYPE , 40 , 000 BTUH , 1 . 8 GPM , 160 EWT , 60 EAT , 1 , 350 CfM , 94 ° F LAT , 1 /5 M_�LMOPBASIN � O NOTES : HP , 120/60/ i , PROVIDE UNIT MOUNTED LINE VOLTAGE THERMOSTAT . 1 MAXIMUM NC RATING = 20 nse-2�z♦ rovEas - rikr , 2a � z za • x io • no� oE_o sio�i� � MCQUAY MODEL UHH- D566 K-8908 KOHIER KINLOCK RWCN PLATED SERVICP SINK �nU[ Ci � i 1 ' ! Q 2 FINISH BY ARCHITECT vawun BHEAKER, THREADED SPOOL , PAIL no;;a , .-;,� � � � 3 PROVIDE WITH LINED PLENUM . MAXIMUM HEIGHT INCLUDING DIFFUSER IS 7 - 1 /2 INCH CH- 1 CABINET HEATER SURFACE MOUNT FLOOR UNIT , 20 , 000 BTUH , 2 GPM , 160 EWT , 60 EAT , 600 CfM , 1 / 7 HP , BMCE , AHO LOOSE KEY STOPS . 4 NOTEO ON DRAWING AS NUM6ER OF SLOT - LENGTH 120 / 60 / 1 , PROVIDE UNIT MOUNTED THERMOSTAT IN UNIT TO CYCLE THE FAN . ao- i �aen onaiH � MCQUAY MODEL LHF-006A 23000 JOSAM, CAST IRON , GAIVANIZE � DRAIN YI7H DRAINAGE � FIANGE , NOUNO TOC AND SCRENEO OONN GALVAN11E0 PRQME- O O DHX- 1 VERTICAL ALL COPPER HEAT EXCHANGER RATED AT 16 GPM , 100 ° TEMPERATURE RISE , 42 . 64 NAOE C . 1 . GMTE . _ _ _ DOMESTIC HOT NATER SQUARE FOOT NEATING SURFACE . vaY- 1 rnessuae �ouetNC v��ve � HEAT EXGNANGER 21;5 WATTS , SELf-CON7AINED REGUTATORS MITM SkIUTOFF , CASi F I X T U R E C 0 N N E C T I 0 N S C H E C U L E EVERHOT NO . 16 LONGSUPER BRONZE BOUY . PROVIOE ONE GAIE YALYE ON EACII SI�E . Z O � - - PROVIDE 3/0 " RELIEF YALVE SET AT I25 POUNOS PER � BB - 1 550 BTUH/LINEAL F00T , AT 110 AWT spuaa[ �Nai . � FIx7t1�E HW cw wASTE yEhT BASEBOARG RADIATION e� BACKFLON PREV�NJf� Q STERLING KOMPAK KP-3 4- 50- 2 WATER CLOSET (FLUSH VALVE� - 909 uaiTS , coHSlsi � r+c oF rwo ISOIATfON vqtves , iu�� � . 3 ? � ST- 1 DOMESTIC WATER STORAGE TANK , 120 GALLON , 5- YEAR WAkRANTY , 120-6ALLON STORAGE . srn �nc ionoeo criECK VALVES , DIFFERENTfAL prtes �ur � � � WATER CLOScT (FLUSN TANK ) _ � 2 ' 3 ^ RELIEF YALYE ANO ORAIN COCK . / � � AO SMITH 120 �s-� �aueoar s►nK � � URIIU�.L ( BL01YOU7) - t " 2 ' i - 1 /2 " KS- 1 KICKSPACE HEATER , 3 , 000 BTUN , EWT = 180 ° f , . 05 GPM , AVERAGE OUTLET 130 ° AT 36 CFM . SLXD-2219-A-GR �usr , zz • z is• x � z' SINGLE COMDARTMENT STAINL [ SS a URIN � L ( 1'IASHDOµiv � _ STEEL SINK . fWR-IiOLE , IB GAUGE . ♦ I� � � �z 2 � � - � �2 � BEACOM MORRIS K41 K- 7 )65- T KOHIER , TRITON I1 , WqTER-GUARO SINK FAUCET , SWItIG v LAV��?LKY � lI? � � �2 � 1 - 1 ��'r � i - ' �� " SPOUT . LEVER CONiROL SPRpYER. ET- 3 DIAPHRAGM TYPE EXPANSION TANK , VERTICAL , 11 . 3 GALLON ACCEPTANCE VOLUME PRECHARGE j TO 12 PSIG . PROVIDE AIR PURGER #448 ( 3 " ) AND N700 AIR YENT , COMPATIBLE � WITH ETHYL- � �L�!�RY SINK r SERVICE Sir� K 1 /2 - 1 /2 " 2_ 1 _ 1 /2 " !� ENE GLYCOL SLX- I815-GR JUST , 18' X 15" X 9" SIN6lE COMPA0.IMENT SiARiICSi STEEL SINK . EIGIITEEN GAUGE . 6iQP SER�^ CE � ASIN 1 /2' 1 /2 " � " � - t �2 ^ AMTROL EXTROL N90 K- 7761 -T Kor+�En , taitnrv � ; , uat ; a -c�.�nap <, tt+K rnuc [ r , �: , DRINK!tdG FOUNT�IN / EWC - � �2" � _ � �4- � _ � �z ^ HX- I SHEIL AND TUBE TYPE HEAT EXCHANGER saout . " BATHTUB SHOY�tR SNOWMEIT HEAT SHELL SIDE HEATING WATER - EWT = 190 , LWT = 170 , 80 GPM ��-1 SLIMP PUMP . � 1 /2 1 /2 2" t - t /2 " EXLHANGER TUBE SIDE - 50% ;; LYCOL , EWT = ] O5 , LWT = 125 , 90 GPM , 3 . 6 F00T HEAT , SQUARE FEET = sina�ez sur.v ruwr� : raovioe nERaRr su � TC�� coriu.-;, CLOT}iES WASHER ROUGH - IN � �2" � �2^ z^ � _ � �2- 40 . 9 Q (FIGUPE iao � , zo cnn ai 3o Foor u[no , 1 - � ;a � nr.� � D( SCHARGE , 1;' 2 F�ORSEPOMER , 175/60/ 1 . PROYIOE iii :':' i --• F�OOR DRAIN - - 2 1 - 1 �2 " . B�G W�,1 S 5 - 2 4 AIRRMIGIii1SEAl 'ON A STEEL COVERDE SUMP MIliPpEEf I �! " � 6LA55 , SiEEI , OR CONCREIE . FROViDE YALVES nr,0 C! � i � t _� � BAR SINK � �2- � �2• � _ � �2 .. � _ � �1 . � H- I ELELTRIC STEAM HUMIDIFIER , SELF-CONTAINED WITH DUCT STEAM INJECTOR MANIFOLD ( S ) VALYE ON DISCHARGE . �_ FLEXIBLE VAPOR HOSE . ( CONNECT HARD PIPE TO UNITS WITH TRAPS PER MANUFACTURER WHERE MEIL 2- INCIi SERIES 1410 \ N . . NECESSARY . ) 12 POUNDS PER HOUR OF STEAM , 4 KW m \ \ � SIZES SHON'N ARE MINIF.� UM PIP� SIZES •TO A SINGLE FIXTURc. ALL f1XTU 'tES ( � Q KF- i wnrea Fttrea � L^ ORI - STEEM N0 . VMR � US� D ARE NOT NECESSARILY ON THIS PROJECT. i TEEL , CARTRIDf,f-TYPC F ; nEa , N;r nrracv� c , ? , a ir; � . m � � H- 2 EVAPORATIVE NOT WATER TVPE , EVAPORATIVE PAD , PROPELLER FAN , ORAIN CONNECTION , INLET/OUTLEi YALVE IN HEAD , 3 crM r � ow . W I� 120 /60/ 1 , DUCT CONNECTION TO GRILLE SUPPLIED BY OTHERS . 0 Q GMIflGFR MOOEL 2P275 , [ARTRfDGE IP754 � Q a i IAPRILAIRE MODEL 350 9 I SNOWMELT PROVIDE CROSS LINK POLYETHYLENE PIPING SNOWMELT SYSTEM WITH NECESSARY HEADERS , PIPE SYSTEM CORNER SUPPORTS , VALVES , ETC . SEE DETAILS AND CONTROL SYSTEM . M I • WIRSBO 'T' � / � � on I ; ,. / ' � � N � / � N � � � � I I � � l� \� ., / I � _I . U a� ( � � I S;�,VL� .. � Q � � z +/1° � I �J �5� �` r — > N., �, I � �� • I I I �. , . � w� I .� < �' n c \ . PH i � 1/1 . 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AND ST Q°f Q� 15/1's _ Z' u -.. �: :: : . .; . .S�E S�CT 1/S9 1=7 J=! 6 S✓Df O�fR GYXUAIN F1UlE5' AND AT ALL EDGY�3' , 0 2• B 1571x4 BEN7 6�AAI (S[A°!� 5z /7J W/1 BEN7 fDl(,� BfAM (.SLG°E .�• 17f W/2 R/Dl.� �AAI 9YOINV FA4 (XAR/IYJ - � I N _ . . . - - -- - -- UPFER RG� -' • m C�• . - -- ROIGf� SrA�E 3: !? UPl°!�R RG� /'-0 /=0 I'-0 1'-J 5' RA'� A�AY EX/fNOS I — - — — � — - �rr •, a r: ' SCG°£ 3: 1? '° `� ''., J E/fY �•IR/fS --- -- — ---- .SLA°£ J: !1 R7 W11 ED(,�' BE�A/ R/Dl,� 111=9 — — -- — `•,� d'� • ..,.�.. .. ?76'2 7S1&� BE�VT EDGL� 6L�M/ �< <s,, �! ' '+ � 6' fUP 9I£ A� 9YYUplT Q�£NdV S[G9'NG M7? PYA�'JN I (S�LG°£ SiJ2J -- — — — ---_ � (/Pl°!�R RAp� R� . . . �n:{; , � , : ;,,� , .SEE ARl}l2 OR.I MINGS Sr A9'NG W/2 fDGf BEAA/ RGY.I� O£GY EXIfNOS LOMER RA� I i --� ST A�E J: 11 (?l9=11 i • • � i • � 70 EDC£ BEMI NOT � - - - - � � • �Gi4 F�A L14ANAVGS 9YOMN FA4 G7AR/lY� STQ°E 5 �:I? -f' __ i . 5 WI? R/D(� B£ANS ' i • ��' � / fZlP SrYY1/Q'/T A,S'SFA/!A' Y, _ II 27B=9 i • � ' i ��� �T i . .�� 1Y17 R/OCE BEAM � o /, S1�E' ARQ'12 APANAVGS' O .ttG°lNC W11 i . • � BEAAIS IYA'CAL i � � � — — - - - // � EDCE BE�IA/ _ — � � �� SLGi%NC W7? EDGi� BfAAI � SfE S'£C71LW 1/S9 fQ4 I - -� I I [ONER R0101� W76 B£Nl6L�AA/ (Srp°£ 3• 12� AT7�IQY RAA� D£GY( lU 1S72 � W7/ BENT B£AAI (SLA°E ,��11J � FQP Si�"K/0'!T pAfl9 EZ£�! r � J3' x 20 GAQ� SIRUCIURAL � � 0 SR�J L1�YN£C11QV 1/3=Js -i" — - --- ----� SLA°£ 5i• 12 O O O o �N7BEAMS' AS lN S£Cl, 9/x9 � � � � SEE A�Pp�/2 A4AWMGS GL�£ S7UDS I 16" O.G I � -- M W12 fLWGiS TO � I Si�I' Si�CAQV 1/S9 FA4 � I � , , I I FACf C1� CGCUA/N , s�n cavN£cnav crwr. �2x2xi� m , - . � �s��,.� �r � �w Q � iz � rr�+� i � s�E� � a�ar I 0 � � .s�E .s�cr. � � � � - - Q wr2 �r �w (.ua� .�• ��) �vn� i' e (.tt cwE s z �z) F�c� c� snm I lA° k BOT2Ml 2-11 ��' �� .A�ANNAVC B£Ill£EN EDG£ �AAI � � � . F1T1ED NFB SI�FEA�RS / 4=0 EAL�I .SCi� � f1ANQr5 Q� N70 � � I 3 �I ' I 20C.t x 1 � A2P LfC /RAQV;� LOMER RA� I O I � AND FACf' GI� SIUD WALL - - - - - - - - - � W70 .AYYUQVT HEAAER / I BALW/NG BAR 3 x i'xl' N£LLL�D PROY�E ! LIEfZECAGiV .9°AL� SLC1°£ 5i: 1? � — � O J I I TO F�CE � CIXGpIN AT T(.W � N07 lXaNNfCT LL�fP L£C --- ----J R/OG� (2fB'9J � i X'� J3' x 10 GAQ� S1RY/C7URAC G'EE - -- -- - ROII� SLQ°E Si: 1? IRAOY TO S1U7 I(]° IR,IQY. O S7(/OS I /6" QG BE7NEFN BOTTAV i . . i � I �� -- — — I I AND BOTTAII BfAA/ fZAN(,�3' ' �� i QfV. ��R�'S ----- - -- � ,SU�PF.ICfS A� 6L�N71S/1s i . . i � 756x6 CD(l.WW M11H i� CAP e � TSJ?x� 63�7V7 B£M/ (SYGWf 5 i 11f 1 W/2 IX/IIGqYfN NFLA`D TO I I �WO 1 B1C15 STAGY,L�RED AT _ _ , O I � �0 6iFx��ws n�ouc� GY/7.5� FACE Gt� IS6xG � I I ,Qaa� e£,w �avc� � � .s�e s�c n a v �� F c�e r r»�u � W O fl I sIUD IYAL[ G1�YSIXUCIIIw � o 0 0 0 � � I NEH /NTO EAQ4 S7U0 ,9ff�IR IAB '�i4;r '� I I � � � � � � _ 0=6 R7 BEAA/ N£B j6 I 0 Q .SLQ°1'NG MF � � � � ---� WJ2 R/OGY' BEAA/ B£AAl BE'lA197 ��� 1/!0 IFK S(,�ENS IHRGY/Q4 EA - - - - - - � O � S� .S�Cn�t' 1/S9 FL�4 IYA�G4L I O I O � '���� SIUD FUNC£ /NR7 EAQ'1 CQYT. S[LW/NC W/? fDY,1� 6L�AA/ I .Si�E SEC71G4N 7 I SIUD WALL C�YS7R!/CIIQV � AN(XF I .SY,�ENS PER S1U0 � � I AS lN .S1rCDQV�r I W�IL[ �1hT/C71[aV O ?=0 fAQr A� SA.V) I � 71 V � � S✓DES G1� EACJN S7fK/Q'!T I O s' 7• O TYPACAL G�APB A,SSEMBL Y AT FLY� i _ ?=0 FAC£ OF SIUD O SEC TION � 34 °= 1 "- 0 SEC TION � `�¢ "= 1 '- 0 SEC TION � 34 "= 1 '- 0 SECTION S9 `�4 "= 1 '- 0 SEC TION � 34 "= 1 '- 0 'J � Z � W C� e' B" .s� .s�cncw �z/s� fav � •• � - ; � �T ,� �� � � J 'o ' � 57/PPA47 BEN7 PLAIf � E B, 8, ROLI� DEp( fDCE SUPPQ4T.• — ccwr, e�vr e �6 c,oc� x 4� E �� � Q � �ea'z E Q Q TY�'CAL 06£R B(/KD CQYS7RUCAO�G' S' 1 '-f�i 1'-2e Tpo pc �r qr .i''e x 10 GA SIFEZ SIUDS O 16 R/OY;f = 186'-4 �i 9°AC£ S7U0 W�IL[S 02� � , �NT e 70 � � ��D 2�1 S' J=,J L6x6x'e x 0=J0 MIIf11- 'a/ 1B7'-10 ��� =? 3 r��R N 6 �T S• ?=J y > 61�N7 f 70 EA. � � �.ui �a,vc� s J-i? a z tzavr,� — z=si 9Je' i�xAi (s����eci � ; � � �s� 9i'y y- ----- � -- ------- - - -- -- --- O 166'"-? � �` � � NEZOABIEREBARJ AS SNOIM! � `� J --- - --- -- ----- -- �� I _ --- --- lB5=10 � �,�, � • ` _� ,SfE S�'CT 15 �e' 9YfAR TAB MElA�D lU � � �� ' O •-• �- ---�- •-• � '-' i .i ��-L � • � �` � EA/�LYJfD L6x6; J 612' 7S IYl} A4 W/6 ��` l'" �2 � 4 � .� .�-cnav �¢/ss ' •' � �—� _ —� �es =7 3 ! _ ° � 'e' .�£aP rAe �a�'a Q �a�'a 0 ie�=� � T , ; �:<a� ��.aa ��� f� � ; � - , 'e' �r�a sn�x c�v�txta �� z -� 4 �- r :- , /� , I � � � O OIfRCGYUAIN, IYPlG4C ldl'B • � � i" CAP e• PRONA� 4 I' C2r2ris BRAI� IYPICAL I ,SfF .ArC7. 15/.SJ !B4=� HQ'fS lN CqP � AND I I I AT EAQH PURLIN. 1�£LD � ' 2 HIX£S SlAGQ�R£D T(1 B07TQV RANCf OF a� ap .SE"E S�CT 15/S9 16" x 16� CGWLWE7F I FpP BRACES � py gE,q,w Flqiyl� �yp I 9E"AA/ ANO PURL/N � CIX UAIN, B£Y(.fYD � � � I � IS CGCUA/N, ,S�E PLAN Z � i � � 16' x 16" CGWQ4EIF p o CIXI�IN, Bf)'CWD � � �J� FAL�' Q� S1U0 yI J" FACf Q� S7U0 SEC TION " `�4 "= 1 '- 0 SEC TION S9 `�4 "= 1 '- 0 SEC TION 9 `�4 "= 1 '- 0 SEC T/ON � 34 "= 1 '- 0 SEC TION � `�4 "= 1 '- 0 � � ; ss e , e � i STRUCTURAL GENERAL NOTES DESIGN IOADS: � o ,^n �� Roofs: Snow 80 PSF � `i ao GR/D Floors: Resicfential 40 PSF �' 'O Corridors & PuWic Spaces 100 PSF L � B" x 20 CAl,1� CEE S7�W/C7URAL Exterior Decks 80 PSF ` r> SIl/OS I /6� O. G ��: Ex s u e � MPC Q ° O 0 SE'E ARQSYIFCTS LWAINNGS Seismic: Zone . I � �FQq EIEyAnQy �f DONETSx �=6 I /6" TD Lateral Earth Equivatent Fluid Pressure: 45 PCF � ' 6" GYAYQ4£7F BLAQY W�1[L PRO�.£CT 1"-6 ABO�f' IA° G� Y � • • Wi1LL PRONA� FOAA/ SLEEl�E FOUNDATION DESIGN : Des(gn of footings is based on a maximum aliowable bearfng pressure of 5000 psf on the natural a �� � � °�III W//4 x i CENIFRm I1�0 i . undisturbed soil, or compacted s[ructural fill, below frost depth. Refer to soils report no. 4,375,90 by Chen Northem, Inc. O _�� ��° IIII � � /N / z l.D. IH/NWiVl A/ETAL Soils engineer shali verify soil conditions and rypes during excavatbn. _ �, O 6" CpYDU/T GNA9'N� RfM06f > dVTO SGY/D Q4GY/lflJ L�ZLS CIXUA/N UNf CDLU,I�V L/NE � WALL FpA,y ,SLEfY£ qf'IER SIRESSYNC REINF R ED CONCR : Design is based on "Building Code Requirements for Reinforced Concrete"(ACI 318-89). � o � ?{5 iV BAyO B£AAI. STAB AND Q4GY/T CANIY. J�� � r� .SEE SECT. t/S7 FCW ,90' DONfZS oncrete wor��a con orm to "Specrfications ior Structural Concrece for Buildings' (ACI 301 -90). Structural concrete shafl o ,,� b �j SIRAA� IAFLECIKW PQ'N75 - � - � � 1 ,6 qpNflS P14Y1NA` > z 1.0. AlETAL G�YINA/lI have minimum 28-day compressive strengths of; ,°', o QYA,S/NC ARG1'JND FOAAI ,SLEE�f wa�ls 3000 psi; c � o � F x C ��� h C E N I E]P G l� b e a m s, c d u m n s , 4 0 0 0 p s i; o �, o 1� pR. � CPANTY Q� R�/O�f FO'UI SZff�£ '4F1FR post-tensioned slabs a000 ps�. � � - � I AL7FR1V.I1FANplG14S I H/G?1 PA9V7 �f/.P.� NO/fD GW P(AN is SIRAND (GGSJ I � IIII S1R£,SA'NG AND Q4G%TGNTY. Detailing, tabricaUOn, and placement of reinforcing steel shall be In accordance wRh the M n I f S ndar Practice f r p c� � ' I Y P. 1- f A G E' R E 7 N f. � y I �� � �° Oeta�i na R e i n f o r c e d C o n c re t e S t r u c tu re s (A C I 3 1 5-8 8). R e i n f o r c i ng b a r s s h a l l c o n f o r m t o A M A 6 1 5-8 6 1 ) , a n d s h a l l b e = O , � � � 174 , 0 vl I o ' i i � = III I 17f=0 ��e �. �cept [ies a bars shown to be field-bent, which shall be Grade 40. Bars to be welded shall conform to ASTM N �°., >° � ���-� 708-86. At splices, lap bars 36 diameters. At comers and intersections, make horizo�tal bars continuous or Provide � � b � � matching corAer bars. Around openings in walls and slabs, provide 2- #5, extending 2'-0 beyond edge of opening. In o i � S corHinuous members, splice top bars at mid-span and splice bottom bars over supports. Except as noted on the drawings, � � `• I i �y i concrete protec[ion for reinforcement in cast-�n-place concrete shall be as tdlows: ° � � ' o ' ' •.. I a. Concrete cast against and permanently exposed to earth � 3" ° � � - - ���S�R�� � � � � �.�T �� f� b. Co�crete exposed to�6 hrough # 18 �bars 2' a � PARABGL'JC GTA4l£S � � BIWD BR£AKER �5 bar, W31 or D31 wire, and smaller t 7 2 o W � ` AGA/NSl ANQNAP ' I�i � � • a � o �` LOW PA�VT LP. � a Concrete not exposed to weather or In contact wlin ground : � W o � � ti Slabs, walls, joists: # 11 bar and smaller 3/4' o � � ,� ; Gl�VG�fIF Wi4LL Nl1N �i 11" CLfVC�?E1F BASEAI£NT � v c> > m m N O 1 F 0 A V P L A N 1� 5" B e a m s, c o l u m n s: P r i m a ry r e i n f o r c e m e n t t 1 /2" Z � � - - 1 L4YfRS 30 P(X/ND WALL. ,S1�E 51rCAGW 1/3'7 j Stirrups, ties. spirals t t /2' � o a � �/NG ffZ7BGWD Fpq /�/�qpyy� Provide shear keys at all construction joints and elsewhere as shown on the drawings. Welded wire fabric shall conform Q „ � a " > .%� oo `�o' �PEAKER pY SI/q'JIN 1"'` B to ASTM A82$5. Exposed edges and comers shall be chamtered 3/a". Anchor bolts tor beam and cdumn bearing plates � m „ � IROMEZED .RYRI�ACE 4� � 7L L L !0 0 �IL 0 L f0 [ 10 �IL � 0 ICi 10 L� 10 shall be placed wfth setting templates. • � z , �2' cavc�� e,as�vr CANIILEI£R [ SJ°AN LENC/H L .SPAN LENC7f/ L� w�• � ���' ��� STRUCTURAL STEEI: Structural steel shall be detailed, fabricated, and erected in accordance with AISC Spec'rfications, �,, ` rt fA4 REINfQ4CYNG 1989, and ode of Standard Practice, 1986. Structural steel rolled shapes, including plates and angles shall conform to � ASTM A36-84a. Tube shapes shall conform to ASTM A500-84, Grade B, 46 ksi yield. pipe sha�es Shall conform [o ASTM z S,EG, T��N e ,j4 „_ , ,_ o t = PQST-IEN.S7AUED STAB IN/QPNESS GfP B£AM LL�PIFI � - A53 Grade B. Except as noted, tramed beam connections shall be bearing-type wdh A325-N bolts, de[ailed in conformance � wfth PaR 4, Tables II and III, tor OB [imes the allowable uniform loads tabulated in Part 2 of the AISC Manual. 9th Edition. w � r J .3 " > ' Install bolts in accordance with AISC "Spec'rfication for Slructural Joints Using ASTM A325 or A490 Bolts", 1965. Tighten bolts � c� �-+ T n � p SEC / ��N Sg 4 - / - 0 tc� ' snugtighC condition. Anchor botts shall conFOrm to ASTM A36-84a. Bolt diame[er shall be 3/4', unless no[ed otherwise. � BANDED ANCHOR JEI., / ��/ V e NO SCALE � Welding shall be done by a certified welder in accordance with AISC and AWS specifications and recommendations using � E70-�oc electrodes. Expansion bolts shall be "TRU-BOLT", "RED HEAD", or approved wed e type Expansion anchors shafl � �� � � � P�� be °fiAM DRILL', or approved self-drilling type. Chemical anchors shall be "PARABOND°, �REDI-CHEM" or a proved e ual. N lYP/CAC NNERE FLY/R A4 .VGWE ANplU4S AR£ SPAGI�D 6' G►P CESS TYP/CAL SIRAND PATTERN � , Anchors shall be installed in accordance with the manufacturers requirements. Headed anchor studs (I�A.S.) sha9 be �. �� 9r attached to structural steel wRh equipme�t approved by the stud manu(acturer according to the stud manufacturers � recommendations. Grout beneath cdumn base and beam bearing plates shall be non-shrink, "Embeco`, 'Five-Star' or equal, � with a minimum 28-day compressive strength of 8.000 psi. Grout exposed to weather or vlew shall be non-metallic. z o .- STEEL ROOF DECKING : Deck shall be manufactured and erected according to "Speciflcations and Code of Standard " � B" 5=0 B� � , Practice' of the teel Deck Instflute. Welding pattems arxl details shall be indicated on the suppliers shop drawings. Deck �' t 'tt� � � shall be attached to supporting members with '/a diameter puddle welds in a 36/5 pattem with t -N10 side lap screw , •° `` "�1�����h�,, � STGWE !�£AFER �YCWD O Z BLK75 STAGY,�RED between supports. ,�,''��;-�.............:O�,f �� r.=R �l .t ' .Je /' I • � B� W�LL BfYqNO H/df PLYNT L4� B£�A/ i � STRUCTURAL STEEL STUDS: Studs 16 gage and heavier shall corHorm to ASTM A570-84a, 50 ksi yield. Studs 18 gage :'\; :` �,o mj' •``_ ,'- � /4 DOME�LS x I =6' I /B l0 i ���5�i i i and lighter shall conform to A TM A611 -84, Grade C, 33 ksi yield. Stud subcontracior shall provide bridging and blocking - PRQECT 2-6 AB06f' TQ° LI� i j j as reqwred for stability and stiffness of the final wall assembly wherever sheathing does not provide adequate bracing. Stud = � r �i '' � � � ��T 3/s� � i i su ier shall desi n re uired lirriets over o enin s where not s ecrficall detailed. See la�s and sections for exterior steel � �: `3 �� a � WA[L S�'F .S�CT. 3/3� FLW i . P� 9 4 P 9 P Y P . � �. b fUAA/ S[EE6£ AM7 .1/E7AL CQYDUIT. O i IYPYCAL B CGMVG W�ILL II � � st sizes. Nomenclature used on the drawings is that which is used by "STUDCO'. Approved equivalent sections by other � =; ,+ �; CX'GY/T pAVQU/7 SLY/D AFTFR � II � '11• i i a�anufacturers may be used. a. �%i"' -.� ` SIRESS6VC .R'A62 � � , �o„ ,.. � �T 3 � �� �/�� O i �r 1"0 12, 0 �� � i N�rfp STRUCTURAL MASQNRY: Hdlow load-bearing concrete masonry shall be Ilghtweight units conforming to ASTM C90. , , Jj• � � 1B�!"1Ji i i rade N1 , minimum compressive strength 2000 psi based on net area. Mortar shall be Type S corHorming to ASTM C270-79 ��S � _� ; � � � � � (i9&4). Masonrv cement shall not be used. Admix[ures shall not be added (or any reason unless approved by the /rf I /?" EAp! W,I Y � • � i ' i ArchRect. Except for lintels, bond beam uni[s shall be produced from standard vertically voided units with pre-cul knock-out I ' � i ��, 8 i � � � i � � cross walls. Grout used in masonry walls and Nock cells shall be coarse grout, as detined by ASTM C476, with a minimum i i cube strength = 2000 psi placed by vibrating or puddling Provide full shoved mortar in all head and bed joints. Minimum � i compressive streng[h of all masonry wall Prism assemb�ies shall be P = 2000 psi, based on net bedded area. Use m . i 'o � continuous haizontal Joint reinforcing at t6' maximum spacing in all bloc�{c masonry walls. Reinforcing shall be welded rype � o , i i '�� 571£AR rABS wfth 9 gage side-wires and 9 gage ladder cross wires. Reinforcing bars shall conform to ASTM A615-86 (St � , Grade 60, � � � except t�es or bars shown to be field-bent, wh�h shall be �rade 40. Bars to be welded shall conform to ASTM A706-86. � �.� �� � .SFF .S�CT. I/S70 i i At splices, lap bars a8 diameters. Provide reinforced grouted vertical cells ac corners, ends of walls, jambs of openings, each � �y� �� � f I FOR DOMFLS MQ7 o I I side of vertical contrd joints, and at spacing shown on drawings. ii • OION£Z 8AR .A°UC1FS � , i LO E LINTELS: Unless noted othervvlse, provide loose lintels as fdlows: (One angle for esch 4' of wall thickness to bear � � *• B• /4x �, I /B� 6 m ni O�ngs e�to 4'-0: Angle 3-1/2 x 3-I/2 x I/4 Q '�, 5• • ? -� Openings 4'-1 to 5'-4: Angle 5 x 3-I/2 x I/4 Openings 5'-5 to 5-6: Angle 6 x 3-I/2 x �/16 � B� IXWQ4£IF W.IlL At stone veneer, provide angle 5 x 5 x 'h wlth G bearing on stone at each end . O � �j 3 � n STRUCTURAL WOOD FRAMING : Except where noted olhenNise; all 2° lumber shall be Douglas Fir•Larch S4S No. 2 and /s IYA'GL 11� W.1LLS • better. rovi e sdid blocking at supports for wood roof ioists. ExceP[ as noted otherwise, minimum nailing shall be � � ���G S�F .S£CT. 7/370 J�• � e � � � '� � provided as spec'rfied in Table No. 25-0 "Nailing Schedule' of the 1985 UBC. Plywood Floor and roof sheathing shell be C-D fp4 R£1NF. � ��r 9�.� � INT-APA with exteriorq1ue graded in accordance with APA standards. Panel identification index and thickness as note� on �� �, �, � �,�T the drawings. Where iigMgag e framing anchors are shown or required, they shall be Simpson "Strong Tie" or equal ICBO 4 .3 » � ' S ,3 » � , J , approved connecrors and shafl be installad with the number and type of nails recommended by the manuiacturer to develop SEC T/ON � 4 = 1 - 0 SEC T/ON � 4 = 1 - 0 ; 1h a+.s� e . .�s xo'9 the rated capaciry. � ,4"E ,A�'CT. 9/S7 Fp4 � "+ �� � � � �,�T TR C RAL GLUED IAMINATED TIMBER : Materials, manuFacture, and qualitY contrd shall be in conformance with O � I/ I Product tandard A190, 1 -t983 " tructural Glued Laminffied Tlmber', and Laminating Speciflcations, AITC 117-84 � 2�_0 � � � � Design'. Lumber shall be of such stress grade to provide glued laminated beams wfth the following minimum allowable � ,h stres5 values: Q �J*!0 Fa�.�:� = 2400 psi F = 165 p51 � 7� �_� � � F = t600 psi E� = 1 ,800,000 psi S�E ,S1�CT. J�S12 FU4 � � -7 - Fnc,91 = 650 psi � PRONLIE 90' SID 1YP�GIL CLYUA/N PIX/R � ' I I HPAY AT A« I�fRTICAL I ' • � � Continuous and cantilevered members shall be fabrlcated to satisfy the tension zone strength requirements both top and £A/BE'D L S kB�.rO�B N/1H � � Kpy g' yqpY bottom. Simple span beams shall be Combination SymbW 24F-V4 with no cambec ConLnuous span and cantilevered � � I I Cdi'UMN BARS AT I I f- p% x 6� H.A.S 9' • beams shall be Combina[ion Symbol 24F-V8 with no camber. Members shall be Architectural Appearance Grade. Adhesives ,SEE PLAN FG4 ,A°ACxVC I I P£N1HAU.S� FZDAS' I I '�� �� �� 7� GY/I.S�E U'AN£7FR x shafl meet the requirements (or wet condftions of service. Seal cut edges and ends exposed to weathering. The fabricator W/.SrOT1fD NIXES � �,�yT ���� 4• �GN,� CQI/PRfS�E shatl turnish all items of connection steel and hardware for joining timber members to each other and to their supports; O O /� PR£-FABR/CAIED STNR AND �_B �p exclusive ot anchorage embedded in masonry, setting plates, and items field-welded to structural steel. I I I I LAN0INC BY OIHERS f0� ��`� "'' E'Q5" / / . ; I DON£I fRGI/ M'.4LL I1J S(AB POST-TENSIONED CONCRETE : Materials, Including wires, anchorages, and bearin� plates, and all stressing procedures � 193=8 � // � � 19J"B shal be fn accordance with the 'Building Code Requirements for Reinforced Concrete' (ACI 318-83) and the manufacturers S�£ S�L7. 1/S� FGP � �> >�� F� �� recommendations and spec'rfications. Design oi post-tensioning has assumed the use of 7-wire, 1 /2" diameter strand with gpyp �,V(ER � ultimate strength = 270 ksi. If an altemate tendon type is proposed, it must be approved by the Structural Engineer, and � O r�ALL LOCA7IQYS��+ ?=0 small mod'rfication of detai�s and prestress forces may be required at the Engineers option. Final prestress forces (P,) after AB06£ EZ. =184 =0 all losses are shown on plans. Post-tensfoniny tendons shall be mas[ic coated and enclosed in a suitaWe seamless plastic 4_ POCXE7 /N SR1UE FQ4 P►/RL/N sli e sheathin Hei hts of strand centerlines above bottom of slab or beam are shown on ans at hi fi oints and I � � � � � �� - , /V X o OOMFLS 01'0 PPa9 9 � � ) P� 9 P � � ;., �� 1 � � low points thus: 1 t /2". erxlons shall be draped in perabolic curves with ihe hic�h points occurring over supports and low � � " � � � ?=8 "�' poirrts at mid-span, except as noted otherwise on the drawings Points of inflection shall be as described in typical tendon Q � N pr�les. Tendons shall be held to within 1 /8" of drape dimensions on plans and shall have straight alignment. For slabs, maximum spacirx�7 of tendons perpendicular to banded tendons shall be 4'-0. Place a minimum of two [endons each way � o I /? / directly over �ntenor columns and at the perimeter in the banded direction. Shop drewings shall show the required sequence � � I I S� � / (or pladng post-tensioning strand. Tendons parallel to and within t '-0 of a supporting wall shall be straght at mid-depth of � the slab. Tendons shall clear slab openings by a minimum of 6"- Added tendons shall be anchored at mid-depth of � 18�=� // concrete. Mld steel shall be placed in the same plane as parallel tendons at high and low poin[s. Tendons shall be securely � � / tied to support bars or chairs which shall be anchored to formwork with 9 gage wire staples. The prestress supplier shall � / 6 .3 " � detail tendon heights at intermediate support points and shall submit them wRh the prestress shop drawings. Location of ,/ SEC r��N Sg 4 = � - � strand anchorages shall be adjusted in the field to clear wall-to-slab dowels by 6" minimum. Maximum stressmg length shall �AOD J-f3 IIES AT / , be 90 feet unless friction loss calculations are submitted by the prestress supplier which demons[ra[e suHicient strand force � � TGl° Q� COLUA/NS � � // �e� BENT F x 6 AT EAp! PURL/N �I near dead ends. Concrete strength (f ) shall be at least 3500 psi before stressing, as determined by testing 6" dia. x t 2" � � II ryp/�( ^/3 AES I /6� ���f 2 MEZD TO e '�:r5 x1=Q CGWNfCT 6, 8. c�inders siored wfth the structure an�'with the same exposure conditions. Slab openings and holes must be tormed or I I �yp��A� � �(�/(,qM qfq,y �y�y p_ p•� s(eeved prior to concrete placement. Saw cutting and coring will not be permitted in post-tensioned slabs. Drilled-in or x /' LAC SUP£115' shot-in anchors may not penetrate into concrete deeper than the clearance of the strand at low points unless strand locations I I Aj Li4/D B-�T 8-�lQ • are specifically determined to assure that they will not be hit by _anchors. AT p4/D C-2 B-/7 � -~ � . . O �i� � � Se x1/ Q(/LAA/ , SHOP DRAWINGS: Construction Documents are copyrighted and shall not be copied for use as erection plans or shop � � I I � Z' i �� �° � deta�ls.�nd erection drawings shall be checked and stamped by the General Corrtractor prior to submission tor ' � ✓ ,� � BOT7GI/ Engineers review. Unchecked submittals will be returned withou[ review. Furnish one (t ) sepia and one (t ) prin[ ot shop � 17� '-0 �6 ,_J � � and erec[ion drawings for reiniorcin� stee�, structural steel, steel deck, plant fabricated wood joists, wood trusses, 1BB�8 glued-laminated timber, and posFtensioning [endons and supports to the Structural Engineer for review prior to tabrication. i �� Submit in a [imely manner to Qermft ten (10) woHcing days tor review by Structural En�ineer_ The General Contractor and I �-- - U EYBED e 1 XB xB� his subcontrac[ors shall submrt in writing any requests to modrfv Ihe plans or specficauons. Shop drawings, submitled for � �� '�-1� • I O I O - ------- - W/ 4- i'lx6' H.AS review do not constitute 'in writing' unless specific su99ested chanyes are clearfy marked. In any event, such changes 6y I I � ,� � I I I 0 � � BOT2M/ f 1 X5'�i'x0�B 1 means of the shop drawing submdtal process become the responsibdrty of the one mftiating such change. � � � � O , i , M� ,SLp�E . SpAQ� � S O 1'6t Mllfl S�E [ 's �S x� z x0"B , ST�jtUCTURAL ERECTION AND BRACING REOUIREMENTS: The structural drawings illustrate the completed structure I I SfE Sf�T 2/5,7 ANp I I I D I I � �i 1 1hWU BCrTS ' � ' wrt a I ements in their final positions, prope y supported and braced. The Contractor, in the proper sequence, shall LS'.�S:rt, SLA°E provide proper shoring and bracing as may be required during construction to achieve the final completed structure. Do � II SGY�/£OULE CW SH. S7 I I I I ( � �U�% �E q� ; not backfltl against basement or retaming walls until supporting slabs and floor framinq are in place and securely anchored, � FAV OOMfZS � � ,SL�E .S1�CT. 3/$7 unless adequate bracing is provided. The structural steel irame is "non-self-supporting per AISC Code of Standard Practice � � f00ANC RE7NF. i ���� I I � � FA4 7YP. B' Wi4LL Temporary bracing sha�l remain in place until all floors, walls, roofs and any other supporting elements are in place. � 163. � 9' ' LETTERS OF CONSTRUCTION COMPUANCE : The General Contractor shall determine from the local building official at � M the time the bu�lding permit is obtam ether any letters of construction compliance will be requested }rom the Structural Z � � � � J�0 Engineer. The Contractor shall notify the engineer about all such requirements in writing betore the start of construction. � , . � �c� T/O ^ / � ,j4 „_ , ,_ O One dey advance notice shall be given when requesting site visits necessary as the basis for the comptiance letter. o Q TYPICAL 16 /6 SOUARE COLUMN AT � � � � SOUARE COLUMN GR/OS B-3 � C-2 CONCRETE COL UMN REINFORCI�VG i6 " = 1 ' 0 SEC TION � 34 "= 1 '- 0 S 8 E 4 E � I 5' J' 6' 1' 4 � PoST- 1FNS10NfD 5%AB - �—'��'� � N `�--° y QP/D � I I -� � S F F P U N f O R R f 7 N F 0 4 p N G � 1 S'� - - 9 J e s � � � a ..:. B" = I "I NIDFx 1"-8 D1fFP � �p I � �4 � � I 1/4 Lt�iVANUGY/S' AGA/NST � ' � !&!=4 GtAVQPf7E �M/ AS lN W/2 SfE 3/S70 FGW :` � J 5' Q o 1 � ANGfG4.Sy EX1EN0 1=0 PAST I r— 6' S7UY£ BEYpYD S - .51�'CAQV !0/S7. CO1oED B£AR/NC � `� I Mq4K PLU'VT c J /N.S� GYaPNERS PRONDf m • • • �� / Y CQflVER BARS AT GY/1,� 571£AIH6VC .A'/AL[ CDPfR S7RAND G1a4NERS 1D FAQ� Q� ANQYA? 6" 57QYE IB�=� 1I , o � 2 �i� ', S�F SFCAGV I 7 17� '0 6 x 20 GA S7Ff[ i ----------- ' ' � _ d � 12� 9,/Al � Q7GY/7 SJ°�CE' � � o .SEE' PL�N fA4 P. T S7RAN0 t � ��7� � -p o � ,SL�E .S�CII(.1V I/57FQ4 SIUOS 116" ry , � I ' I ' ' I ° ° v � o � I IS CGYUAdV ,51�'E JUN fA4 r—� 1=I X 1 -8 CCWQP£IF B£AA/ � o c� c 0 • PoST- IEN,S/pYEO STAB REINF. I � � � � �r. CDIA4GYNAIF P. 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'� I � I .s�£ s a��r� a v .s,E E r ' !� I �l h � � � � � � � �_������ FA4AlED PLt',%'F7S AT SIFS9NC , 0 SIX/D Q9LY/IED L�LLS � � „ � I ; I ENOS NOT Gt7DFR£D BY f014A1f0 �� � 1-,�t5 /N BAVD Bf'AM. � � � I � O I I S8 FOY4 R�NFp4Q'N& , CGWCREIF. Af7ER S7RESSYVC eu,�v c►� ac�xs sm,+�o �_ _� r-a ,�, X r-a rx+va�Fr� � � �,,�' ' APPL Y BANOINC A(,�NT AND 1" aR - , BEAAI W/ !-/5 d� 2- z I � I I I � I £ND I I I � , DRYPAQY P4pY£T. - '�< . I x . i DONF[S O ?=0 CW I � S�F PLAN � SCY�DULE �, �-/Lf x 5"0 DONEZS � /+� P. T. SIAANOS BOTIAII, O o fAV PQST- IDY9QYfD TO AI,I TpY 6FRT. B.WS' .-� ;h ' A S N O 1 f U G W P U N � ,�5 S A R R U P S. S�E P L A N � � ., i S � ry SZA9 RfINf�AS'CYA�G O • " i _ 17/ '0 Fq4 SARRUP ,9°AqNG —�� I I h !7�=0 ' '�' I I I � � � __ - -- � , � � � �. RGY/GHEN S7/RfACE I v. � 17f=0 �� � � � � — - - 17J"5 � - � CGiVIdVUDY/S 2-J�1 ^ • • — • m • , � � � " ' � . 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Q , I ' AS /N .S�CDGW 9/S7 � � � � �.o �-, s - a sEC rioN s, 34 "_ � ' o '�, � STRESSING END ANCHOR SEC TION s, 34 "= 1 '_ 0 r--' �o '=' � � �� � �� � O _ sEC rioN s, 34 "_ � '- o J .T� GYR (� I P" !XR �� TYPlG4L B CONLRE7F WALL � � O - - /'4 I IB" 6£RIICAL L�N7ERfD � �—� 7 y p/C A C 8" B A S�M E N T j1 I 12� NOR/ZGWTAL,� 7/S II I W.41L BfY0N0 � CANDNUOUS TGI° � BOT7qN. �, R/D � � I [ �x�xi w/ '�i , f'�' • � � �, ExP ea �s e 4 'o � �+ ,.o B• � g � �o . . , � J h ��� ti h �. , . � g e e �__ _ � � aa czR � C i i y TYP/CAL BA.SEA/ENT W,ILL ° � I - - _ � 17" CQYUPfIF WA[L �� � v - _ � OOMELS NUA/BER 70 Q � `' � V TQY COLUA/N RE1NF. `o `i 1/4 OON£CS xo 1�0 � � , _ _. . . -- -- ,. �, . AroawwAr � � IYP/CAL 16 SIX/ARE P/LA.�7�� B£YOND• 16 SIX/ARE COLUMN - J� I /B" £. W. 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'` �� W `�' � ^� lf .SEE PQST- IFNSYAY/NC GL�NERAL NO7fS AN .Sx/f£T Sd � ti i O I �o '�y � 1J BANDED AND UN/fG�4M FQ4LfS Al7FR LOSS�S AR£ S�'ONN G9V PUN � o i �, � } ' INL�C.91ES K/P$ X/f lND/G11FS' K/PS PER UNEAR FFfI. � � '-s � JJ SIRAND HE7G7�/IS AT Hlq! PCYNI$ LOW PGYN7$ AND ANplQ4S ARE NOIfD QV PIAN Q � � � m I ° � � ff SIRESS/NC ENRS NOIFD 11�/S• —► � i • ' �' 7'-p � � 3J A�AD fNDS NO/EU lf�'/S —� I � � I � � �I k � �` I 6J fXG1'PT AS NO1fD. 71A° MA75 OI�R CIXlJAdYS ARE 6�fS x 17=0 I B' EAQY WAY. 1"-0 B" ,� e ti ; 7J PRONOE 3-�t5 x 6'0 LYAQ�ViIL B.IRS I 6' AT ALL NEN�BY GYWNE74S A'' .SLAB AT I I J- x B�0 TQ�' I B" $ � I � � 8J �AS��N HDAYS QN BARS' AT SLAB EWEW,�S I J/5 x 7"-0 � � t� � I � 9 f A 0 0/I I A V A L A/l L D S 7 F E L /S N O 7 F 0 L W P L A N. 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F7REPLACE fL!/E ,� � '` BY C�N£RAL CCW7RACT�4 �-� I ,� � �p ,�y0 BOnGMI G� STAB ° �n Gi°ENING HGYO EW,l� Lf� �i � - - - - - °i � SPACE BOlTOA/ L "s I 4 �a `O r � , i IYPICAL A7ALL EDGE CIXUAIN$• - - - - - - I � `n ' CAa4aNAlE Ita° es M/1N �` --� '� OPEN/NC A / LEAS7 B G7fAR x 7'-0 J1� Tp° � � 6- x 17=0 TA° AT B� � I x !J�0 I 12� ICI° � ,� � I ;. i fiPAl/ EL1G� C1� CIX UMh! ,� � I _ _ _ _ _ I i ,� � NANORAIL t2RACALS i � t; � o I � *, �' � �� ( — "� 1� � � I I � I , i. �., � L ,— _ ; J ti . � � '°� i � I :�. ;, � F-' � �� r " ` `� 4 , � - I� - � ° � 6-/5x 6=0 7GW / B' .—.—.—. p il .—. —.—._._.—._. —.—.—.—. —._. _. —. —. —. —.—.—.—.—.—. —. _. � 19B"4 ?. 6, �, ' � L._. J - - - - � ;{i ` rn I • �— � �' " � 6- x 6'0 1�1° O B' � � � h "� O � BAND 252Y BAND !0 i6lf D 00 ^ 12 , � - - a1�_ ;. 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UTiLITIF,S / � � � / (��l/ Q � V � � �p � SlIOWN DO NO'f NECkSSARILY RHI "}2C56NT ALL UTILITIRS WHICII MAY 86 / / � / o` Q y o � -� � �S� 6NCOUNT6RF.D D[1R � NC CONSTRUCTION . 62 HEAO LEa� �` l � / y � ���� 3 NEW = � � o O � j O �� 2 . T H R O U G H O U T C O N S T R U C T i O N T H H C O N T R A C T O R S H A I,L I N S P B C t T F i R S 1 T 6 / / ;' � m o LL � FOR SPF.CIFIC EROSTON f'ROBLEM ARhAS AND SHALL TAKF. THE / � � � JQ0 � G A R D E N O F T H E G O D S O � o � � � C a� N�SC6SSANV ACTION 'PO PItBVF1NT THf�. ItF1.FASF, OF 5F:D1MIiNT FH(M7 THE j STAUB � � � � ,� / � � BUILDING Q � s � � zz PROJFCT SITR . CON'1'RACTOR SI{A [. L MAINTAIN A SIJPPI.Y OF STRAW ' / � � �� � h � �q w'� � U s o� HAI.6S ON 5ITR FOft IiSR AS UIR}2CTHll BY ENCIN}iP:H OR 9Y)WN IN PARK / � I � v �� � f-' v�� `l' �_ � � �� CONTROLLING BROSION TROUBLR SPOTS . � i � � � � � � � � O� � > ��� �� ' � s -E 3 . RF.PAIR OF ALL CONSTRUCTION DAMACR INCI,UDING , BUT NOT I.IMITSD ' j 1 v Z � Q � � � � oi3 'f0 , ASPHALT PATCH , ROCK WAI.L , LANDSCAPINC AND SPRINT( LER SYSTSM � I i � � � � Q v a Q � � o � SHALJ. Bfi RE51'OHED TO EXISTING CONDITION OR BF.'P7'hR . AI.L �' aaisEO I � � EXrsnac / 3 � � � O d � � g 7R,F�.WNIRS iN RIGHT-OF-WAY OR STAUR PARK MUST HF. APFFiOVF.D RY THF, b,� � P�qrorEa � wQ�K a � � C� p� < ' I � y \ ~ � / ^ ) � � ox r � , � O � ` � 4 . ALI. TRENCH DRAINS SHOWN SHALL BB F'OLYDRAIN �502 MINIM[IM 6" � � � I / � ro SioEwa � � �j � . � DBfiP , WITN f610 CATCH BASLNS . � �� � � / b � ,, a i� m �g � JTiQ Y7� �- p � � � O 2 � 5 . ALL 6" PVC SNALL BB SDR 35 SBWfiR PIPK . MA HOLE l ° ° ° a �< l R/M 6B.50 -" r % r " a g o 6 . AI.L 18" PVC SHALL B6 JM PBRMA-I.00 STORM PIPE OR APPROVHD / y � (�-�- \ - � � �Q o <- BOUIVAT,GNT . � / �-/ � o �� � o e / STA /./2 � � TYPE /3 /NLET 3 � � � , �n;e °°<fs'��,��',�� � � 7 . 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TODETERM/NE /FLOWER/NG . . _ A FORMED /NVERT � O SEWER MA/N , REOU/RED _ : . . _ _ . . . . . ; INV. 58.5/ ; . _ . . ; . . , . . . . . . , . , . . , . , OF' WATER M !N lS � _ _ _: _ � , _ , 55 _ . . . . , . . _ _ _ ' . . _ ; . . . . . . _ ; . . . . . . . . _ _ . _ _ , _ ' _ 5 _ ... .. ' .. ...... .. :. ... . . .. . .... .. . ... .. . .... .. .:. .. .. . . . .. ... .. ... . :. ... .. .. ... :..... . .. _ . ._ _ . . .. .. .. ... . _..'.. .. . _. _ _._ _ _ _ _ : 5.. __.. � _ . . . . . . . . . ' . : . . . . ... . .. . . . . .: . . . . '.. . .. : . . .. ... :. _ _ _ _ _ . _ _ _ : . ' i . . ' . . . . . . _ _ _ _ . . _ _ ' ' ' . . . . . : . . . . . . . . . : . . . . . _ ! . _ ' '. . . : „ . . _ I . _ `�� _ . . _ . . . _ _ _ . . _ _ , , _ _ _ 50 . , ° . . . . € ` _ _ . . _ _ _ _. ..: .. ... .. .. . .. . .. . : . .. . :_ ... _.. _ . _ _ ; . _ . __ ,: ,.. _ .: _;.... _ . 50 ; . _ _ . . _ : . . _ . _ _ _ _ _ _ _ _ . 45 ; . . . . . ; . i _ _ . . ! _ . . . . ! . . . . . . �B " o _ -- 58. OL.F O ° - , _ 4 , , . _ � ,. _ _ . . 270L.f' OF7B_ 5 _........ _..... . . _. .... . . . . ..... . . . .. ... . . .. ... .. _ .. .... .... . .. ...,..... .. ... ... .. . . . _.. .. 724, 0 L�F, OF � 4, 44 /, _ . . . ..,.. ,.. ... .. .. .., .. ., _ ... ..... ... • Fl9" � 6, 03/ . . . _ 50 G, F OFl9 � COO °/4 � /..�Qf, 3. 00 _ 2.B0 .. .......__ . _ p.60 2.40 P.20 2. 00 ABO /. 60 /. 40 /.20 /. 00 _ _ _ 0.80 _ 0.60 ..._ . .. ........_ p.40.. . .. . . . . ..... .. ... ._. . 0.20 0. 00 . . ..._.... _ __._ ._. File / / / 143�55 � I. � / � �tR� / � �R_ � � `O . � 9 - �p' � . . . � ' � CV \ 'Q ' \ � 6 ~ � ` 5 � _ � � i � .\ � \�,� „ � - - SEW E k MH � � N 1� I� I s / R/M 74. 0 � � �O � ' k j I \ � /NV lN(S/ 6Cl ` (} � a \ � � 5 r m /NV lN(W1 6/. 7 � C � , i o y /NV /N(El 60. 3 0 � � � .\ / � �4<� \�� � . ' � 52J5' G 18 '� V� ;%33' Rf /� � \ � y W lNV OUT/Nl 60.2 � • C Q � 1m� / � \ � _ / � 5 EXISTIN o ,2e•su I � � o L � : . � ��� "� � - l. � - ` - - � - " �, _;- _-;-�:__ � ° V �Q c' z � � � � � � �� � � , .� �- �� � ------. - _ _ c� � � Q1 � � , � . '� __ _.- � w-�"-"'-,?--� � � „� ' / / \ _ _ _- -- - - J - _. - ' �s -� ^ i �' lNiaE --- ..� fi -_ � :. s ,v . g ��� Q2 � � V � � \ _ _ __ � ' S/D�' T ,� , � J � W . n_ _ _ 73 - - „+ --,=.-�. ��` _ G,� ...�„^ � p i J � � 2 , , � � - � 4 � . ... __ _ �= �� _ � W 2 : � �- �"'- -�� � \\ � -� OUTFALL P/PE TNROUGN 1A/ - - / \ / �25 '� . ✓---.�--- '�.``-�� � � " � � O � � N Q�' ` PARX TO GORE CREEK O � O yY I NEW TYPE /3 CURB /NLET -� � wC� _ � ' � - ``�- �`' I O � °� � o � C ° � � R. GRATE - 72. 9/ ,,�.c 6 PA /�� } ap � �u Q � � � (SEE SEPqRATE PLANSJ �4 /NV - 65, 60 � O5S " '' ; � " 4 NEW TYPE /3 CURB INLET GRATE = 75. 0 � J y = o � 0 � g g R' VE � G�? � '� - � /NSTALL 4 L.F. OF /B " CMP TO EX/ST/NG 2 O m W o � U N ` �''� � / � � E CREEK \ '� 12•95 h?� �'�„ �- i � " "'' - . GRATE' W/TH CONCRETE LlD ANO CAST �" � o � � ; o � , u � \ �r ' I� " � h �.. �- - -•-' � /RON MANNOL E R/NG AND CO�ER � m '� � ° "> �� • � ¢ �R �C� � \� OR - - �q � ^ ` � J � 2 � y = ° � � m� � _ , 's ��/ - ,::--�"''�- � . " ., y3.1'� ! ....='�'1 v 1 /2.5' R ! � � � � Q �u � � Q y °n � `� zz �� NEW TYPE /3 �"� - • ,r'�%�� � '''�,, w ,� � ,.; . .,, �'` i � O � ti 0 Z > • �� N o W s � ' � '� LANOSCAPE � � Li Q W a Q �W �5/ � CURB /NLET � e -o � a' y r-""� IN A A ,/'�� W W h � l , C �O"� < � `R\ ��� 72, ��� � L� �R� , � � J J p O J v c'� � � � GRATE = 72. 40 �� � r c� � � NGF� � \ � � h � � m Q � C <LL � �/ s �\ �INV = 64. 70 _ _ � , �� � - r�� 1 , ��, -� � Q 0 �Z \ ' \ , __ � �' � - �' g � -� � �8" P�� � � iioo' � �� �..__ � > N � ,,; , � _ - � �/ ` � � `_---�__ ,. , � _ � � Q � a c � � ,, t � - STORM ORA/N � ' 3 ; o = � 3 Z � � = o � � G 4 - ��-- - ''`�,. � o / \ , MANNOL E ` ' ; � ro "� Q Q � a � � �. _ / EXIST/NG MANHOLE � � ��._ �_..___.,.---- . 8 GUr R - i // �•�G �.. . ,. . /NV OUT = 66 0 " , � � Q V � Q � £ � � W � ' ' �� 1, � � / J �v � � O � � � Syk SCO/e.' I� � = /O � �� UNDERASPHALT �24 ' �,,, . ��� � = EXISTINGCURB � � R_0-W � `� � �2.� R/M = 7/.2 0` � // , -:; _ _ REP�A� -- � Pc �r EXI51�N , 5 ` �� , .,-: , i3o I 3 � o o � p W � �, � a .� * �+` J I . VI � � w• '�'� w ��f W y � � �� . � `. (" R 5 W �tl � lU � h y � � EX/57)NG 6" c/P NN7EA LN1E � � � nj �. e ,s , � O � O > > x � 'Y` � � ` � - w - 6" P✓C SEWER 2- � � � �1 � �G )� .�p�,, / f' r ' � � Q R Q � R � � � � a 'o SERVICE TO MA/N � � � \ 1 �.y ' P ,3 ,�, + ` � N � � - �� _ _ / � RAMp � x % ' T{� l � ��,1� / � �0;" l l� � � � q � ; / \ �:: a - � � ��pOWN �EVEG \ � ' � � t� .�'� i C��'� � -_ ..� x. � � `�� � �_�_ � � � �� � � � � _� �:: �b \ \ GARA�E `m° � � i � � % '�RE � ,��. f% � I ° v � � .. , � � x7o.as �1 r � r �� `�, � � �P � � < Q J � � , ,' � . � g . , _ _ �' - - - - - ' ` � 1 .a� ` t' , �( I � ' / -- �� ` m � I ` /� 1 !!1 � � N � � � � � � lC2o' N f \\o, i 1 � �f� � � . � a _. • � nx' p �o `\ \ \ \ / � � r� ,..�� � �v'/ � n: . , � � °.1° �� o W :� � � y, , -' � � , � � L � �, \ y � .---'T� �e.o...,, ... , �.� v 11 • � _ � �' � o� � � _ � _ �, Wo . � , _ _ ,_ i , , Q 1i; � �s � o O . > c = � . / � � � . � �\ ' � : - _.. � j '�� � , �;�. 73,6 � � rll.- � � \ � °' ° � � o . - . ! � � ' / I.� � ,, � 1� I� .. P � W � � . � � 4/°35 ' Va 1 tv � v o �a �n / ' Cl ��. y � � k' . a Z o � ; _ i � �r �'` � f / C � `� ,�� � �' � .�� . . a . . � ttj �� �� � � � , � � � O O _ � � �o �� / " �� 6, 1 , � ' � Ql Q1 � Ql � � . .. � <�., IdSr w. �"vCli� L 9 ,..." ( ! � . Ol i i i i i m • m ''a'�,un „1 � . , ic�� R x- �., � i2• ; Q' i N N 00 � � o � X ,�l p� � DEPRESSEO CURB � � ''� -- � _ --.. h � j , '� � � � 1 � � � � � � � � � � : L%: ' E . , �_. __ F2�R HAND/CAP , . � Y � i O ,a U O � � . r � i � f� ��, ACCESS � LOT J .�--- � -,: �� R / / I> ; � Q ` � �, aMti , Z o �. � r �E 16 ! 1 l j� � ' i ', � VILLA VALLHALLA � � � �� � � � � � � � � cer�a,�� rwrss � � � � ^�., l� � � ' v pN f �. ; � � I f t , , 4 //Z" 2�'� �� @4��as �'Rry 74.5 a� , � 1 ' � � i+ ) / � M'E�7FE� � ,�l I �� f " � � / //2" ��"�� ��e'�' i � � , PROPOSED ,�, � .f, p i ��8�• R G o �, �,z �. „ x�. .� ,�_. , � � � � � � h �.� �� ,s + �. I . T116 CONTRACTOR IS RI'iSPoNSiAI.E FOR LOCATING ALL H% ISTING / � t . f�. � ' ;� i � � �� I �� J e"'�-" o UTiLITI6S PRIOR 7'O CONSTRUCTION . . TH6 CONTRACTOR SHALL CONTACT � . ` - - � � ' ' ;� � � ' �o � �' � ; � / , �S - \ GUNGRE! £ 1:' o ` I"/!/ 8 p° : UTILITY COh�ANI6S TO FIELD IACA7'�ALL U'fILITIfiS . LOCATIONS OF � BV�� ��NG ` � 'g - � � 2 � �(f , i_ �p (y� �S�� � � UTILITI6S SHOWN ON THE PLANS ARFi AP�R01( IMATH ONLY . UTILITIES , � ' 1 j �� v p� v N . � � - �, . Q�9 �,; SHOWN DO NOT NECESSARILY REPRESfiNT ALL l�1'ILITI6S WHICN MAY B6 ���-'"" : I t � n�� � ��Z. R � � y`' �. �'Q o,o°�, � 6NCOUNTER6D DURINC CONSTRUCTION . *� . 1. � � � '� I � � \R` , • '���`?°O Q�Q� 2 . TFQt0UCH0UT CONSTRl7CTI0N TF� CONTRACTOR SNALL INSPfiCT THH SIT6 1 �� � PAb%NG � ` , y �� � . FOR SPHCIFIC 6R05ION PROBLEM AR6AS AND SHALL TAl� T!� � ` � ��,� ;t. X i , � ..�i j , ��/1f1NlH10U:M u, c, x7`"6� � -'`. � r :�- , �a NEC6SSARY ACTION 7�D PREV6NT TFffi R&L6AS6 OF SEDIM5NT FROM TF� 74. 0 �' ` � �` ?p.0 � � "� y-!� ` . 0 0 �I � i � 5C R � i � � � � 'e PRO.THCT SIT6 . CONTRACTOR SHALL MAINTAIN A SUPPLY OF STRAW � ' ��' - �, � y � Q �= TYPICAL BAL6S ON SITG FOR US6 AS DIRECTED BY 6NGLN6fiR OR TOWN IN � �, 9'�, � ' � l ,�� � 1� � h � � � CONTROLLINC BROSION TROUBL6 SPOTS . � � ` ' -y '' ' ; W h ' W a CURB B GUTTER � \ � 3 . ALL CONCRSTB US6D FOR ON-SITS FLA7WORI( SHALL CONFOf�1 TO THE � ° � � *11 � ! I� � � 3 � (6" BARR/ER-2' GUTrEP., SECT/ON //B/ � V � � �� 9 '� I V � NO SCALE � � FOLIAWINC : � � � � � . . � � ; � _ - - - - -- � . � � ��� /�- \ ? �` ` -" { Q � Q � !!�� ` A . 5 , 000 PSI STRfiNGTH AT 28 DAYS � � 'k'� � _ ' r .I � // � �� B . 5% SO 7Y AIR 6NTRAINt�'+NT �, <�'' \t C . SLUh� BfiTW68N 2 INCH AND 4 INCH J � t'�' �"Q�' II � I Town of VallP ommunity �J � �� � D . FIBBfil�sp RHINFORCkT4�HT r �� o,R� � . . _ - ��� . I� ; ' � � Devela ment Q O O � O � � �� � � ,0 � � B u i l d H e a l t n f i ro C� C ^ B . N O F L Y A S H O R C A L C I U M C H I.O R I 0 6 I f � � � � y � P�e� � V � ��i ('T�� a EX/ST/NG \� ; � / � '� ' 4�i �T � I . . � O 4 . CONCR6Tfi DRIV511AY SHALL 86 6" THICK WITH 6" X6" , W2.9.W2.9 WIR& � �- s.,�\ , i � jj � I y ,�� � a,FGfOV6d ❑ �j � ❑ � �l1 _' MPSH RfiINFORCINC . SIDfiWALKS SNALL BS 4" THICR NITHOUT STE&L POOL � '�'.. <'� �" � � � ; Q � _ � �� � R6INE�DRC: INC . ALL CONCRET6 TO HAVE CONTROL JOIMfS AT MAXIMIIM � � � '���gy� � � C3r.ied ❑ ❑ � � J � � 3 `� 1 0 ' S P A C I N C . y` �.�� �O x 1 � � _ J � v .,� . ,.' � ,�?, / � , Q C� I� � Q '� 5 . A L L T R E N C N D R A I N S S H O W N S H A L L 8 6 P O L Y D R A I N Y 5 0 2 M I N I M U M 6" � �r 4 �� � g ,! � 79 . . ___ � Validity of Permit � Q h � DfiEP , WiTH t610 CATCH BASINS . � � + _ 6 . ALL OFF-SITfi IMPROVEFQ+NTS SNOYlN ON THIS PLAN ARfi ' SiJBJECT TO � �� ,.. -� � -- _ Sec. 303 �c) 1 �U . 8. (;- � � � J H > , I , ' ' COORDLNATION WITH TF� PLANNED 1'OYIN STREET IMPROV6MENT PROJ6CT . / so � h' • �" v i�e tssuance or granting of a permit or approval of plans a�d M O W O / i / s ci!ications shall not be construed to be a permit fer, ur sn �� � � e,�proval of, any violation of any of the provisions of this code Q Q i � ' i� NEW TYPE l3 CURB /NLET GRATE = 79. 6 or of any other ordinance of the jurisdication . The issuar.ce ot � � � I °�' / /NSTALL 5 LF. OF /B " CMP TO EX/ST/NG LEGEND a permit based upon plans, specifications and other data shall � I� `' .� GRATE W/TH CONCRETE L/D AND CAST ildin official from thereatte� requiring [he Q �� ' � .� r /RONMANHOLER/NGAND CO�ER _ _ P��� �fN rors in �id plans, spec� ca ions and othe� � � " - ��� I �l EXIS,�VNG CONTO R � / / ' 6RAVEL F/LL TO ° ' � , II � a � PERIMETER ORA/N , °' ' �- ` k ' � - - �� Bo NEW CONTOUR PER ARCH/TECTS 'J�/ i ""' +ts� y � � � � SPEC • : � �'I � � _ o o I � NEW CONCRETE • �� � � � �' BS" • g �a.25 NEWSPOTELEV.4T/ON / 78 � � � ' -S - EX/STING SEWER L/NE / \ / l i " . 7 � b •� " ezcs . ��� e0 1!`� _ 41 -rv - CABLE TV L/NE � � 9 � EX/STING UT7U7Y a 3 E- BURIED ELECTR/C L/NE � P£OESTALS \\ B� . � �� ...._ � �/�} .. l.� =i _ e' 1 �A. , - I (f \ __ _ -� 83- ' - -T�- ` 78 Q b 1 . ? / �l� �, ; � - P -BUR/ED PHONE L/NE j � . � � � _ - B2 a � �� � _ � 11 . � � - - � Q � � � � s ' � - w - EX/ST/NG W.4TER L//VE � � � , i e� . i � . -o � f �, � � - - - - -- �-_ _ - - - - - - - - - . `i � x � _ c - Q i EX/ST G GAS L E ea - - " � � : , ,� � lN /N � Q - . _- - - . . 1 . �:i.9�.lRy � �� _ '� - ___ _ ' . ._..� B4 �\ � _ i ` r ^ � ' R CONNECT NEW 4 " D/P SERV/CE TO r� � 1 v \ � ° '� , EX/STING 4 " SER✓/CE, EXACTLOCAT/ON � o ,�a `� �� �� e4 1 *.: �,�j,, OF EX/ST/NG L/NE TO BE DETERMINED BY I \ EXPOSED AGGREGATE -� __ ,_/r TION � _ ; � ,00' . SURFACEPER . � �- rg�o o ONTRACTOREXC.4V.4 y , Fcr irosAn+� rREivcH - ° ��� . � ,� TYPICAL CONTROL ✓O/NT ARCN/TECTURAL - E - E - �� �p ' ����,. " ; � �„�� e- E E_ � __'�_-� _ �, l SEWER MH TODLED OR SAWCUT /" � SPEC/F/CAT/ON ,,,. . , �, > , .., w , _ .. i R/M B/. 7 �DEEP ��- -- �- �� 3 a -- =��T '-•� -, � - , , , ., � � rv n%� � 3 /NV /N(SJ 69, 6 \ \ 1 B � lNV O�fNl 69.5 M � W 6' W/DE CROSS PAN � � /NSTqLL NEW CURB B GUTTER � ` a,r �\ \ Ml, BELLMHf � 3 \ \ � - - - - - � � -� � -� . -� u � � '" . HANSON RANCH ROAD (40 ' R. O. WJ p � ���� ,� - ," ^ �" � � �,"✓ ,,, -," �� �,,, -,,, l" SPACE AVA/LABLE FOR Sh�� / � " '� Q�� � � CHA/RS REOU/RED FOR SLAB HEAT/NG SYSTEM I \ � � SUPPORT OF STEEL � � , w E�n,vc s�� c� �p�q � � \ � RE/NFORCEMENT 2" LE�EL/NG COURSE OF / w � � w 4 � � � ` � \ CLASS 6 ROAD BASE � � � . �� TYP/CAL SLAB DETA/L o� 2 � � , , „ ,. , � w1 � \ ' - - � No scacE Proj. No. : //9B0-200 - - - - - - - - - - ' - - � w � i , \ Fiie No.: IMPRO I/EMENT L OCA TION CERT/FICA TE L 0 T K BL OCf< 5-A V,4 /L VlL L A GE F/FTH F/L /NG SURVEYOR S CERT/F/CATE.� � � ! : HEREBY CF;RTIFY THAT TFIIS IMPHOVEMEN'1' IACATIlON CEHTIFICATION WA.`: i ".•: : ", iii. 0 FOIt : TOWN OF VA /L , EAGLE COUNTY, COLORADO v'� ^��'�'E � "'� � '��'s � THAT IT IS NOT A . LANU SURVEY PLAT OR ]IMf'ROVfiMENT SURVEY PLAT , AtiU THAT IT IS NOT TO E � itfiLI6D Uf'ON FOR TF� fiSTABLISFPI6NT OF PENCE , BUILDING , OR OTH&R FL'T�`RE I !tf'kOCBMENT L1NF.S . I FURTHEF. CERTIFY THAT TF� IMPHOVEMENTS , EXC�PT UTILITY COPIN6CTIOKS , Oti THE ABOVE DES^ HIBE :. VARCEL ON TH15 DAT'E , a ✓GU5 ' S; %99i AHE ENTIR& LY N' ITH ? ti ':i� BOUM1DAR : F.S OF Tn= PARCF. L , F. XCEPT AS SHOWN , THAT THfiR6 ARE NO ENCROACfiMENTS UPON THE DESCRIBED PREMISE� , iMPftOVEMENTS ON ANY ADJOIT�ING PRF]+IISSS , E3KC6PT AS INDICATED , AA'D TFi.4T THfiRE : S !�� AF're.,t7g�� fiVTDENC6 OR SICN OF ANY EASEM6NT CROSSING OR BUROENING ANY F'ART OF SAID PARCEL , E%CEPi �.� NOTSD . •._. , � -� . % � - � - 9/ itOBERT R . JOF[NS ~ � DA?E '� 1 (V/LLA L QLLHALLAJ COLORADO P . L . S . N0 . 26292 i � , 1 , � � � � t` , � � , � 1 � x � � 1 � � =, i 1�' ELEVQTION TABLE � �`, �o- :UpS . ; ` \ � TOP OF FOOTER EC ,:. . . = 3264 . 58 _ ��vq�. v' `? :;�:; -• � _ i s ! FL OOR EL E � , = d273 . 97 � ` � �`� � / ' •� �`'.�� � �" `' ` _ � 2n d FL OOR EL EV. - B2B4 . 33 /� � \ �Grr ;� d Fr_ ODR ELEV. 4;93 . 70 RETA/N/NG � / / Eq wact ` _ SE,ikrNT Zo, _ ` 41 h FL 00= E. � V. B3C3 . 00 / // , /� � � � ALL ELEVqTIONS /N TABLE ARF TO �/ Poat PT �3' rOP OF CONC.RETE i/ 2g '1 �,-� _ � � �� �� o � —��� ' � OV' , �1 � 3� g ZT 1 ' O° � �. , ` / t`\\ \ \ „ 1' 63. 75, F���p ",- �� , - or � f . � _ S•! � 25• t�,5', � ` ,, - Z - 1 , � g 3. 0' 2.5' S10�110�'� � 2.T� CJ' \ � . �N � 1� °- p�� a�o�+��s`� � R : 82j9 � \ E r � ��'`\ ; SCO/e: /" = 20 ' J Z ' �pp � p3o W� 1E�' S8 ° \ (1, DArE OF SUR�EY. MAY' 3/, /99/ O � � �� q' � 51E� � 5 821� (��`� �� '�'A T� R � C� Q .- � � 40 ° p�' 1� �� 27' / � C� = V� ` 4u �� pfE��W�pE� P 8Z221� ; s, . ;�\ ��1� � = FOUNO AL UM CAP /N RANGE BOX � � OF ROAO � : • Rp� 51EE 570 �iR� dB� �� ; ' � � �— = FOUNO REBAR B ALUM. CAP (P. 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" •A-,� � > i � �ATE: ��r .� ��; -- � - , � � , . � _ --- - ... -- -- - ----- January 29 , 1990 Ms . Pam Hopkins Snovden & Hopkins Architects 201 Gore Greek Drive Vail , CO 81657 Re : Garden of the Gods Expansion Deaz Pam , Pet your zequest I have revieved the impact the above mentioned expansion vould have on the Tovn of Vail viev corridor from Viev Point # 5 . The elevation of the highest existinq nozth - south ridqe line of the stzucture is 8219 . 0 feet . If the zidge vas moved to the east seven feet the nev ridge line could be built to an elevation of 8219 . 6 feet and it vould not encroach into the defined viev corridor . Q�219 � l �� Please call if I can be of any fu= ther assistance on this project . Sincerely, Eaqle Valley Suzveying , Inc . _��� Dan Corcoran , P . L . S . President I 41199 Hiqhway 6 & 2a. Eagle-V�il Post Office Box 1230 Edwards, CO 81632 303-949- 7406 UNIT N0 . ' lA' , 3 , 270 SQUARE FEET UNIT N0 . ' IB ' (WEST ) , 936 SQUARE FEET ( TYPICAL FOR UNIT ' 16 " ( EASi ) ) Q GENERAL LIGHTING/RECEPTICAL LOAD , � GENERAL LIGHTING/ RECEPTACLE LOAD , PER NEC 220-3 ( b ) & 220- I1 2 , 808 VA PER NEC 220-3 ( b ) 6 220- 11 , 9 , 810 @ 35% 3 , 433 VA � � � N � ( 2 ) SMALL APPLIANCE CIRCUITS , PER NEC 220- 16 ( a ) 3 , 000 VA ( 3 ) SMALL APPLIANCE CIRCUITS , PER NEC 220- 16 ( a ) 4 , 500 VA ~ � aD L a LAUNDRY LOAD , PER NEC 220- 16 ( b ) N / A VA LAUNDRY LOAD , PER NEC 220- 16 ( b ) 1 , 500 VA Q � APPLIANLE LOAD , PER NEC 220- 17 APPLIANCE LOAD , PER 220- 17 � DiSHIJASHER 1 , 600 VA @ 75% 1 , 200 VA DISHWASHER 1 , 600 VA @ 75% 1 , 200 VA `� c TRASH COMPACTOR 1 , 600 VA @ 75% 1 , 200 VA TRASH COMPACTOR 1 , 600 VA @ 75% 1 , 200 VA :Y DISPOSAL 1 , 600 VA @ 75X 1 , 200 VA DISPOSAL 1 , 600 VA @ 75% 1 , 200 VA a RANGE HOOD EXHAUST 700 VA @ 75% 525 VA RANGE HOOD EXHAUST 700 VA @ 75% 525 VA � _ > ELECTRIC RANGE /OYEN LOAD , PER NEC 220- 19 8 , 000 VA ELECTRIC RANGE /OYEN LOAD , PER NEC 220- 19 8 , 000 VA �c ° � Y DRVER LOAD , PER NEC 220- 18 N/A VA DRYER LOAD , PER NEC 220- 18 5 , 000 VA � � ,°�, 0 � �, o HEATING /AIR CONDITIONING LOAD , HEATIN6/AIR CONDITIONIN6 LOAD , 3 0 ,0 LARGER USEO , PER NEC 220- 32 ( c ) ( 5 ) 216 VA LARGER USED , PER NEC 220-32 ( c ) ( 5 ) 4 . 648 VA � � � o m � c� > TOTAL DEMAND lOAD ( UN1T " 16 " WEST ) 18 , 149 VA TOTAL DEMAND LOAD 31 , 206 VA (�� � �� �� I � � I � ��t) AMPACITY @ 208V , 3¢ = 86 . 6 AMPS � r 4 � . 4 =- u � , s, � ,., u � ,� P d ? � V U -� � G � 1 �' _ - UNIT N0 . ' 28" (TYPICAL FOR THIRD FLOOR UNIT ' 3B• ) , 2 , 840 SQUARE FEET Q UNIT N0 . ' 2A' (TYPICAL FOR THIRD FLOOR UNIT ' 3A' ) , 2 , 954 SQUARE FEET Q ````��.�o`Q`�p,pOuRE���jF��, a s° e�� FRY �` �- GENERAL LIGHTING /RELEPTACLE LOAD , GENERAL LIGHTING /RECEPTACLE LOAD , : ��',°°C ����,` � :' � PER NEG 220 -3 ( b ) & 220 - I1 , 8 , 520 @ 35% 2 , 982 VA PER NEC 220- 3 ( b ) 6 220- ] I , 8 , 862 @ 35% 3 , 101 VA I � � � ( 3 ) SMALL APPLIANCE CIRLUITS , PER NEC 220- 16 ( a ) 4 , 500 VA ( 3 ) SMALL APPLTANCE CIRCUITS , PER NEC 220- 16 ( a ) 4 , 500 VA , _�'- �''`� ��I dl z � � � � � � � LAUNDRY LOaD , PER NEC 220- 16 ( b) 1 , 500 VQ LAUNDRY LOAD , PER NEC 220- 16 ( b ) 1 , 500 VA �`%�� 3 � � �, � -= fll �� � � APPLIANCE LOAD , PER NEC 220- 17 APPLIANCE LOAD , PER NEC 220 - 17 Z 1� � V '� � DISHWASHER 1 , 600 VA @ 75% 1 , 200 YA DISHWASNER 1 , 600 VA @ 75% 1 , 200 VA --���11--��� 0 � � � � � TRASH COMPACTOR 1 , 600 VA @ 75% 1 , 200 VA TRASH COMPACTOR 1 , 600 YA @ 75% 1 , 200 VA , t` '� � a n � DISPOSAL 1 , 600 VA @ 75% 1 200 VA DlSPOSAL 1 , 600 VA @ 75% 1 , 200 VA � � � `}( � � � rll-. � � RANGE HOOD EXHAUST 700 VA @ 75% 525 VA RANGE NOOD EXHAUST 700 VA @ 75% 525 YA � � ,� � � � �� -� ELECTRICAL RANGE/OYEN LOAD , PER NEC 220- 19 8 , 000 VA ELECTRIL RANGE/OVEN LOAD , PER NEC 220- 19 8 , 000 VA � DRYER LOAD , PER NEC 220- 18 5 , 000 VA DRYER LOAD , PER NEC 220- I8 5 , 000 VA - - 4 HEATING/AIR CONDITIONIN6 LOAD , HEATING /AIR LONDITIONING LOAD , '-�'� LARGER USEO , PER NEC 220-32 ( c ) ( 5 ) 804 VA LARGER USED , PER NEC 220-32 ( c ) ( 5 ) 804 VA ;,f� TOTAL DEMAND LOAD 26 , 911 VA TOTAL �EMAND LOAD 27 , 030 VA �,+ � � � � � IUM1PACITY @ 208V , 3Q = 74 J AMPS AMPACITY @ 208Y , 3Q = 75 . 0 AMPS � i : � 38 '' 38"--t- 38 "---t-- �i? "--�-- '�8" --- I�- 32 ��-� � I�'l,�l E-1 � �1 I '�GI-� I��. � � 1���/,6-'r I � I--1 - - �.��r ; A�i �ir'� � � aS � oEaO � � UNIT N0 . ' PA• , 7 , 488 SQUARE FEET � Q 6 Z� 3Fi 4�-I, I �b- Q d GENERAL UGHTING/ RECEPTACLE LOAD , O d 1� d E��•f �u�-( �uyGrj '� d � � PER NEC 220- 3 ( b ) & 220- i1 , 22 , 464 @ 35% 7 , 862 VA � �� $ N � � N y � sw . w/ ��- � N ,� �- � � � �j � t� ^ , d ( S) SMALL APPLIANCE CIRCUITS , PER NEC 220- 16 ( a ) 12 , 000 VA r � � � AP�. = w,�a,a � rr� - � r��r� , � a,� � � � � " �� l. = 5� �a�A�� F� � �-f � M.1Mi L1-�t,� � r � 11y rI , � � „ „ � LAUNDRY LOAD , PER NEC 220- 16 ( b ) 1 , 500 VA ' � `$ � �� �Xt � I�.Ca� . I��SGO F�N Qic�, " �� � „ � � d `� � � APPLIANCE LOAD PER NEC 220- 17 � O � ,i LI L�DL� UP/� I-'IA IJ16 L3� �3B P�*I Lpla2 y � ��, . h�� . I � � �� � e �h/ ? r `�F4U1-t'f '( rll /� Uf� "+ i ' DISHWASHER 1 , 600 VA @ 75% X 2 2 , 400 VA = Q � �. � �� I�� P ^ ^ l�2� �r� � �NU.oSU �2Z . TRASH COMPACTOR 1 , 600 VA @ 75% 1 , P00 VA � , � w o 0 0 0 �I-�'(�Gb1-M-1 L'+U( IJ�'ri���bV D I SPOSAL 1 , 600 VA @ 75% 1 , 200 VA � i r` � �✓; c` ` ` ,. � . � ,,J Q � � I���G° � ii � V � , �� ��7� To�cS �.T -fbP � �•�y�r�� R RANGE HOOD EXHAUST 700 VA @ 75% 525 VA � ► SN�r�4 ,n �1 Ei.Ev. t1�r+ iti�- \� � �,,,� �o ���� i ��� �, -� �pw�� ( 2 ) ELECTRIC RANGE-/OVEN L9AD ; PER NEC 220- 19 , 16 , 000 @ 65% 10 , 400 VA � Y y � ,� u - - .� N - - o� _ 1 � aa r�u - � -fc ��✓<-�rc��� � a ro�� bcf i.%�(� • , , O O II � `� m - � ' `,� m �, i m � � la-, ° _ ;%� � p� r,� T �.o,fe. �,, . 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