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HomeMy WebLinkAboutB15-0370 � • � � <c 11 24-2015 Inspection Request Re ortin Page 41 / 4:1��m_ _._Vail,-�Q--�itY Q�- ---��3I�-0�� � \ ��� Requested Inspect Date: Wednesday,Novembe�25,2015 Site Address: 242 E MEADOW DR VAIL Austria Haus � A/P/D Information � Activity: 615-0370 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: A-2 insp Area: Owner: AUSTRIA HAUS CONDO ASSOC INC Contractor: AUSTRIA HAUS CONDO ASSOCIATION Phone: 970-477-5872 Applicant: PLUMBING SYSTEMS INC. (PSI) Phone: 970-390-7763 Contractor: PLUMBING SYSTEMS INC.(PSI) Phone: 970-926-0500 Description: Install new 3 compartment sink,floor drain and grease trap Comment: paper submittal routed to laserfiche and A4-SBELLM Comment: Electrical permit see 815-0424-CGODFREY Comment: Revised plans,& permit received.Scanned and routed to A4-SBELLM Notice: This parcel is immediately adjacent to Town-owned stream tract lands. Please confirm that no improvements or activities resulting in trespass,or other code violations,are present on the adjacent Town-owned stream tract prior to the acceptance of an application for review. A permit or approval shall not be granted until the code violation is resolved. -CGODFREY Reauested Inspection(s) Item: 290 PLMB-Final Requested Time: 01:30 PM Requestor: PLUMBING SYSTEMS INC. (PSI) Phone: 970-926-0500 Comments: 390-7763 Assigned To: J GON Entered By: JMONDRAGON K Action: Time Exp: Comment: r vi e monocoie replacement with speciafinspection Gr ase interceptor�eaks Provide air gaps for all secondary drains Comment: no answer no r/p �`l�G�IC� Inspection Historv Item: 230 PLMB-Rough/W ater "Approved'" 11/03/15 Inspector: sgremmer Action: AP APPROVED Comment: Item: 220 PLMB-Rough/D.W.V. "Approved"' 11/03/15 Inspector: sgremmer Action: AP APPROVED Comment: Item: 290 PLMB-Final 11/13/15 Inspector: martin Action: DN DENIED Comment: Provide monocote replacement with special inspection Grease interceptor leaks Provide air gap s for all secondary drains. 11/20/15 Inspector: JRM Action: NO NOTIFIED Comment: no answer no r/p REPT131 Run Id: 15025 w � 4 G`7 J � � � 0 Z w v ¢ z � r� � t" U z � ¢ � O a U c= U � w ¢ � O � � ¢ j 0 �- , �- � J O Z Z w z � ¢ w � � q Z � � w � � ¢ W � w z � O Y ¢ � O � wC] = f- 2 � w C7 � �¢ Zm = � w � c/� C.> Q Z � CC � � � t= � O O U X � O O J Q w W LL LL W } w � � � � � � zzzz � o �-- �-- �-- ,- � � � � Cnc./� U � w w w w v � 'r � tOr .\ 0 O w � C/) ¢ � Z m W � � d � O � � z cn � � � w x � w z a. _ ¢ � U � z � o ¢ ¢ = w ? ¢ ¢ = p � w � � � Z ¢ = z Z � O � O � ¢ w w � J � � a � ¢ O ¢ _ ' O zcnp � � '_' � z � J � cli � OZ � � � � W W O z � � ¢ � � � � pwZ � � wC7tJh- � w w w w �- ? � � � � U -J-� Z Z j Z Z 2 � h-- F- F- h-- � F-¢- C!� N g Cn C/� VJ X O O O O w � X X w X X W Z Z Z Z � Z w w � w W W T' N (`i it �CI CD t� W O>� T T � i i .� � !`� �VYY11 VI YQ�� ti. ��� �� : �'��Y � �w� ,t..�.� �f:. �:�t .� - � .�y" 4s- ti„� t7s .�; -` '�t '`� � `� '�� , - �' 4i e� ,,..��:.;: �. . .� i � � s � .�rv y �"'��7�� '"�< � z xsxou sp�roxa W � i�.. � T � O � � a � � �l"n� vJ X �u 1 � ii � � � u � . � � N � � z �---- � � v a� � � JL► � e 1 � t � lV 1 p O � 0 � z � ��; m O �+ m� U � Gi r-mi i� ia � T �ai� �Q A �� �"' O ��� � � � } i � � i ^ i(�n t� � � 0 � � � � � �� � � � N � '� Q N �,/ O� W W (,� } W LL - a + , ;� � � ^�, !V \� V � ^` � ...,..-. � ' �� � � � �;� , ,+ } � �/}�� � "`�'� . i.G i �� 44 �, ; .,�� ° � � �, � � � � . � � � � { * ¢ � i � �.r � w z � `�`—' o ¢ � � a w o cn Z N a � �j O J W � � W w �m Q � � 0 O UwgZ � tn U ¢ O � c�i� � ¢ w ¢ � O � � � = pd -' a � w J U m � = F-- w ¢ � � L�) � � � F- F- � � z J Q w 2 U W Z Z �- � p � w i � n�. � d Z = u' ct � � � � � � � Z � �S � w � C7 z � O O Z Z Z � Q �= a F- _ � � z � W O ¢ z x a � � W � � d W �L � w w 1- � � C/� � � � � � � t7 F- ZZ F- Q Z O z = �O � Z � ¢ � � � � � apcn ¢ '-' w � = c.� � ? � � � w i-- Z � w � w p � � J � Q .� ¢ W Cn W Z � � � Q !- p. � � W z v~i c=i� zZwO � w � � w � c.�7 � Oz m H � � J w U W� ¢ � C� f- a- = � �¢ a �wOmW � z �-- -� � � W � cn0 � � w w O � d j � Q J 4 Q � � Q w L.L � � � {1,� W O W m � � tnUZZ Jz � w � � � � oO ¢ J :� � � m � Q � Q m z �"% �' 1- W Q Y � � � N ��„ � w m �W W � � � Y � � � VJ � � J w � J � C.i � �=- X m O Pd � � Cn � ll' Z ¢ LLJ O ¢ W J � � w C:J 0 W s U v� O �- o � � � � ¢ w a � o Z M U � z � � J ¢ Cn C7CnC.7U' = O ~ C/� C7C:3 cri � ? 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FS-1 ��-� DESCRIPTION FLOOR SINK C�REASE INTERGEPTOR i=L U1"I B I 1�1C� �QU f i=1"I�l�l T GAPAGITY ELEGTRIG MANl1F. � MODEL 12" SQUARE, 6" DEEP, GAST IRON BOD1', PORGELAIN ENAMEL GOATING �m ��, 109 LBS GREA9E ZURN FD23�5-NN2-N SGHIER - - �B-2m REMARKS 2"4 PIPE SIZE, HALF GRATE INTEGRAL FLOIU GONTROL, 2�" LONG, 21" UJIDE, 15" TALL, 2" INLET � OUTLET GONNECTIONS TOV Stamp Sea I �;�`;.+�•+.;�_��r ' t� +" �� ,l It.°«,Y't'„ �•,�� �.,� . ;��10/13/1�°�'�: . _ , �� • � . , �sr.r...�- .,� �.�.. �����=� �:>vvti vt Vaii E�EVlEWEI� ��7F{ �QpE �:�OM��_IANCE ���ate:_._�.�.�zc�%��. `��v:_ Y%�� . _ �-%c��iP� w _ > � DATE: 10/13/15 � � AUSTRIA HAUS PROJECT ": 15(d�8.mm Rx Y: ��B � AUJN B R A � DR ��� ENGINEERING • COMFORT SYSTEMS� p�,�Ry & BAR REMODEL 4��gQ� I��C�NUJ,4Y �, SUITE E -1 GNECKED B1': BJN P.O. BOX S�1(� �VON, GO. 81�2� SG�4LE: N/A� 9�(�� 845-�91m / F�X: C9��� 8�5 -�522 �2 E. ME��w DR., v�L, CO 81657 qNT CHANGE9 AND/OR DEYIATION9 FROIh THESE PLAP18 WITNOUT WRITTEN APPROVAL BY TNE ENCsINEER RELEASE THE ENGINEER PROr9<1NY FIITURE LIABILITT OR RESPONSIBILITT TO TH19 BUILDING. RADER ENGINEERINCs,ING.EXPRE58Ll' RESERvE THE GOP'�P90N LAW GOPYRIGHT AND OTNER PROPERTY RIGHTS TO THESE PLANS. THIS DRAWING MAY NOT BE REPRODUGED OR PRODUGTIONS THEREOF USED WITHOUT WRITTEN PERI'9�°.+v°��FROM THE ENGINEER OG COPYRIGHT �019 RADER ENGINEERING, ING. P- 1 SHEET 1 OF 4 � - --- � 0 CORRIDOR _ - � � _-�-, — _ _ _ �� I� I � � 0 BAR I � � w I II I � `— ",J13 �E� FSiil i I CE) FD �I � � � I I ��Y I z o� 0 � �I � z � �I S N 0 �I I I �I�IE) FS �— ��'i i i � � i � � i � � � 14 �o�PaNrRY � � ��� 6 � 3 5 � , — DISHWASHER _ _ � r ----� � � . FS-1 FS-1 �I ����� 1/4" = 1'-�„ ❑ .. � GO1�ED NOTES= lO EXISTING DISNWASNER PLUMBINCs TO BE REMOVED AND GAPPED. OBEI RELOGDA�ED TO NEUJ DESHWAS ER LOGAT ON.VE TO OFIRE GAULK NEW FLOOR PENETRATIONS FOR FS-1. REFER TO SHEET P-4• O4 TIE INTO NEAREST DNW AND DGW LINES. O5 REPLAGE EXISTING ROUND FLOOR SINK IUITH FS-I. OHORIZONTAL CLEANOUT. O2�� wASTE FROM F5-I FLOOR SINK ABOVE. SERVICE TABLE 0 SERVING AREA 2" W DOUJN TO Csl-I � � X � � �L.— �I � � � Rx R A � ��� ENGINEERING + tOMFORT SYSTEMSM 4��9� I�IC�NUJAY �, GO E 81�12� o eox S��� ��o�, L-�� u I �� II I �� II �� I���� II II °i �� II III II III �� ��� II III �i� III �i� III IIIII �� II� �� ��� II III II �� II III II ui ►� �I � �=���I IIII� II �I II �I II II� II ��� ��— GONNECT TD I� �� EXISTINC3 2" vENT �� �I LINE AS REQUIRED II II I I III �I � i � �i ��� �II �� ��,�l II � Il �� o''� '� II II J - - -_ _ _ _ LJ� I� � � III � �. � � � � _ - - _ ��� \ 2" GW � ���� � � � �..�F� _— 1/4" = GI-1 GONNEGT TO EXISTING 4" WASTE LINE A5 REQUIRED ��� i� AUSTRIA HAUS P A�I'Ry & BAR 1�EMODEL 242 E MEADOW 1�R., VAIL, CO 81657 ��� � �� �I V TOv Stamp Sea I ���t�� i��� ,��•.«•,% :°� . « � ��'`+�,���±��,I 1 d�::ay`';��. �� •r� . :�10/13/1��:, : ���a� : `��°; L.;;e �,�'. . , . «. .a� �`��a�c�NAi��:� iovun �t V�ii s�EVIEWED F�R �OD� �OMPLI NC , ^'�te: � � � �,o In„,\� `�!�G" a D�,TE: 1�/13/15 PROJEGT ": 15m�8•�m DRAUJN B1': JGB CNEGKED B'�'= B�N SGALE: 1/4" = 1'-��� P. • • �9��) 545-�91� / F�X: C9��) 845-�522 ROPERTY RIGHT5 TO THESE PLAN5. THIS DRAUI�NG MAY NOT BE REPRODUGED OR PRODUGTIONS TNEREOP USED WITNOUT WRITTEN PERM�gsl�F� THE ENCsINEER. qNY GHANGES AND/OR DEVIATIONS p�QpM TNESE PLANg U1ITNOUT WRITTEN APPROVAL BY TNEPENCs�NEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RE°•+PON5IBILITY TO TNIS BUILDING. RADER ENGINEER�NCs. ING.EXPRESSLY RE9ER�/E THE COMP'��P�LAW COPYRIGHT AND OTHER QG GOP�'RIGHT 2015 RADER ENGINEERING,ING. P-2 SNEET 2 OF 4 2" PvC DRAIN WITH AIRGAP CAST IRON FLOOR SINK GREASE INTERGEPTOR 2" WASTE, GONNEGT TO EXISTING 4" WASTE IN PARKING CsARAGE 1/2" DCLU t DHW WATER SUPPLIES � I-I/2" VENT, GONNEGT TO EXISTINCs PLUMBING vENT (2" OR LARGER� IN PARKINCs GARAGE GEILING AS REQUIRED. 3 - C01"�P��TM'�1�1T � f l�I�IG fi� f �' INC� �CI��1"i,4T I C NO SGALE INDIREGT WASTE PIPING 45'� FLOOR SINK FINISNED FLOOR � 2" GAP �� 00� � I�I�C UJf T� f�l� f �� C� UJ���� OO NO SCALE O TOv Stamp Sea I �;���*���?��M�,�� l�;',�" e+� q i.1 P�` • �«�"' � r_i ph • r`'.: s'�r. T # ;�10/13/15�� ; 3=3 : k w T. � *kk r��Y�4 � �}f� �. ��n �. ....�•�,a�� ���"�N A�.�°� --i�.�wr� o� �aii �:�VIEVVED FOR CODE �•���'�� ��E �ate: /� z �" - ,y' 2.,,�._ �_,,ode: �------- � i i A�E R�i AUST� �US ��TE: lm/13/15 5�5 PROJECT �: 15m�8.(�� � � ENGINEERING • tOMFORT SYSTEMS� p�TRy & BAR REMODEL DRAUJN BY: JCB �-� 4Q��9Q> NIC�NUJ,4Y �, SUITE E - 1 CHEGKED B1': BJH P.O. BOX 5�1� ,41/ON, GO. 8162� C9��� 845-�91� / F,4X: C9��� 845 -�522 �2 E. ME��w DR., vA�., CO 81657 SGALE: N/A SHEET 3 OF 4 ,qP1Y GHANGES AND/OR DEvIATIONB FROM THESE PLAN9 WITHOUT WRITTEN APPROVAL BY THE ENGINEER RELEASE THE ENGINEER FROM,4NY FUTURE LIABILITT OR RESPONSIBILITY TO THIS BUILDING. RA�ER ENCsINEERING, INC.EXPRE58LY RESERVE THE COMMON LAW COPt'RIGHT AND OTHER PROPERTY RIGNTS TO THESE PLANS. TNIS DRAWING MAY NOT BE REPROD�GED OR PRODUGTIONS THEREOF USED WITHOU7 WRITTEN PERMISSION FROM TNE ENGINEER OG COPYRIGNT 2019 R.4DER ENGINEERING, INC. �� E Rx �j RAI� +�� ENGINEERING • COMfQRT SYSTEMSM 4Q��9� N IC�NUJ,4Y �, SU I TE E - 1 P.O. BOX 5�1� ,4YON, CO. 81�2� C9��� 845-�91f1� / F,4X: C9�Q» 845-�522 U�SS I F�o C u` US Classified by Underxriters Laboratories,Inc. to UL 1479 and CANNLGS115 System No. F-A-1135 ANSI/UL1479(ASTM E814) CAN/ULC S115 F Rating—2 Hr F Rating—2 Hr T Rating—0 Hr FT Rating—0 Hr L Rating At Ambient—Less Than 1 CFM/sq ft FH Rating—2 Hr L Rating At 400 F—4 CFM/sq ft FTH Rating—2 Hr L Rating At Ambient—Less Than 1 CFM/sq ft L Rating At 400 F—4 CFM/sq ft A I A � 000������o � 0000880000 SECTION A-A 1.Floor Assembly—Min 2-1/2 in.(64 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)concrete. 2.Floor Sink and Grate—Max 12 in.wide by 12 in.long by 10 in.(305 by 305 by 254 mm)deep cast iron waste drain floor sink permanently embedded during concrete pour or grouted into concrete assembly.Cast iron floor grating to be installed at top of sink.Metal dome strainer may be used in sink drain.Sink flanges to bear on top plane of floor assembly. 3.Iron Pipe—Nom 4 in.(102 mm)diam(or smaller)cast or ductile iron pipe to be secured to outlet of floor sink with no-hub coupling and to be rigidly supported beneath floor away from floor sink with suitable hangers. 4.Compression Coupling—Nom 4 in.diam(or smaller)compression type high pressure pipe coupling with elastomeric plastic and a stainless steel shield.Coupling to be secured to pipe with stainless steel hose clamps at any point beyond the bottom of floor. 5.Firestop System—The firestop system shall consist of the following: A.Fill,Void or Cavity Materials'Sealant—Min 1l2 in.(13 mm)bead of fill material applied around periphery of floor sink at interface with bottom surface of floor. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—FS-ONE Sealant or FS-ONE MAX Intumescent Sealant *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification(such as Canada), respectively. Hilti Firestop Systems Reproduced by HILTI,Inc.Caurtesy of Underwriters Laboratories,Inc. January 15,2015 AUSTRIA HAUS PA►NTRY & BAR REMODEL 242 E. MEADOW DR., VAIL, CO 81657 DATE: lm/13/15 PROJECT �: 15m�8.(�m DRAUIN BY: JGB GHEGKED B1': BJH SGALE: N/A TOv Stamp 5eal ANY GHANGES AND/OR DEVIATIONB FROM THESE PLAN9 WITHOUT WRITTEN APPROVAL BT TNE ENGINEER RELEASE THE ENGINEER FROM ANY FUTURE LIABILITY OR RESPONSIBILITY TO THIS BUILDING. RADER ENGINEERING, ING.EXPRESSLY REBERVE THE COMMON LAW GOPt'RIGNT AND OTHER PROPERTY RIGHTS TO TNESE PLAN9. TNIS DRAWING MAY NOT BE REPRODUGED OR PRODUGTIONS THEREOF USED WITHOUT WRITTEN PERMIS5�ON FROM THE ENGINEER. OG GOPYRIGWT 7019 RADER ENGINEERING, ING. �����a i.���� �, ,�,.....,,� � t ���*'�*t .I €�r,�*««f�,„ :�``10/13/1��'; ; 39� z *��� � ..,.*• ,� �d ja�w�, I � � SHEET 4 OF 4 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES : r��ra�v� . Town of Vaii, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B15-0370 Project #: PRJ15-0545 Job Address: 242 E MEADOW DR VAIL Applied.....: 09/22/2015 Location......: Austria Haus Issued. . . : 10/27/2015 Parcel No....: 210108277001 OWNER AUSTRIA HAUS CONDO ASSOC INC 09/22/2015 242 E MEADOW DR VAIL, CO 81657 CONTRACTOR AUSTRIA HAUS CONDO ASSOCIATI 10/21/2015 Phone: 970-477-5872 STEVE WARREN 242 WEAST MEADOW DRIVE VAIL ' CO 81657 License: C000004174 APPLICANT PLUMBING SYSTEMS INC. (PSI) 09/22/2015 Phone: 970-390-7763 JIM HARPER PO BOX 3879 � AVON CO 81620 License: C000003481 CONTRACTOR PLUMBING SYSTEMS INC. (PSI)09/22/2015 Phone: 970-926-0500 PO BOX 3879 � AVON CO 81620 License: C000003481 Description: Install new 3 compartment sink, floor drain and grease trap Occupancy: A-2 Type Construction: Valuation: $8,400.00 ••,•,•••••,••••••>,•••,••,,,_••_•,••>•••••••••••••••••••••••••••_•,•••••••••••,•, FEE SUMMARY ixfffflxfxxifrf44ff�twY(4wwk+++r/lrxfk4R/txf*�40xx�lffRYYiriYlY`+wwwRwYrRV1e/�ffkR�fRYrf4 Building Permit-----------> $167.25 Bldg Plan Check----------> $108.71 Use Tax Fee-----------------------> $0.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> ($299.06) Plumbing Permit--------> $135.00 Plmb Plan Check---------> $33.75 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES--------------> $150.65 � Payments-------------------------------> $150.65 BALANCE DUE------------------------> $0.00 R kt�Yr+xtx 4wRtR4f f*fef kkfi+rtRrtk+�,FkR�.FwkttReRf wlrxt(ff��f��f 1rkflrYrwkww'k'kwk?Yrf Kw�xwwtex4w44ftex+kxxf lefef/fifkrtk kY`f�feYeYefe+#wY`�wYre�1'YreY+�.Fw4YrYr#+Yr�rtYekY`w+tYrYrf'YefefYr+we'kwe+t+4wk'�tkA'X'RNktkxekwtft�tt�wffwtfx>xx DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � r 3 1 Ll�111 1`� i x•++.e....xrxxrxk�,tx+�xx�,x�t�x+�x.��r.�•.,r:�+e•�,e..,.e+++++x++xerx:w+�.+r�xxRx+�����+++xi•+,�r.�,��,rwr�wv,�r„r+v,v.�rt,et�•�+•+�+e�e.e,e+xx...++�+:�+w++.x+�+r,�+�xrsrx�•e�••�•.,rxx,wx++�R�xxx�xR:�x+ CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF 1 Permit#: B15-0370 Address: 242 E MEADOW DR VAIL Owner: AUSTRIA HAUS CONDO ASSOC INC Location: Austria Haus •i 4 x x k f�f a�i k#i�#f�w Yr Yr#'k w k w!w w M+w w f f w++#w M f f k x�#f f f�1 r f*�**f 4 4 R fi x i�f f�Y f f e�k*1 M N f�Y�F w R Ye N f#R t Yr R rt t w�t#4 i 4��1r f i 4 x�Y�t�R t�4 fi f 4#f��#'i 1'+#�w/w#'Yr i 4 Yr w#x x�e e/�x�ir R�***tr 1r 4 f ir f�!f R f*�414 e i M R i R f f R w Yr 1r�tr h A f 1r k f combination permit_012811 a 2 � ��UNQF YAI� ' *,.***,.**************�****************,.*******�,��*.****************************************,.***********�******.,*******,********,.,,.**********..*..**�.. REQUIRED INSPECTIONS AND STATUSES 1 Permit#: B15-0370 Address: 242 E MEADOW DR VAIL Owner: AUSTRIA HAUS CONDO ASSOC INC Location: Austria Haus ******««*.,*.,«««.,*****,.*****,.*„*«****.*,.***************««„«*„«*«,,.,*****.*********��***�*************«*****««««*****.,.,,,.,*,.*,.***,.**.,***.**«««****««««*** Item: 00230 PLMB-Rough/Water Item: 00220 PLMB-Rough/D.W.V. Item: 00290 PLMB-Final combination permit_012811 � AUSTRIA HAUS PANTRY PANEL PROJECT:AUSTRIA HAUS PANTRY ENGINEER: SOH PROJECT#: 15098 VOLTAGE: 120/208V, 3P,4W MOUNTING: RECESSED MAINS: 125A MLO TYPE: EXISTING AIC: 10K PHASE PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION DISHWASHER 3120 40 2 1 2 1 20 1500 L 3120 3 4 1 20 1500 R LIBRARY LITES 1500 20 1 5 6 1 20 1500 C TOASTER 1500 20 1 7 8 1 20 360 P LOUNGE RECEPTS 1080 20 1 9 10 1 20 1000 B POINT OF SALE 360 20 1 11 12 1 20 1500 C BEAN GRINDER 360 20 1 13 14 2 20 0 5 BEER COOLER 1500 20 1 15 16 0 COUNTER RECEPTS 540 20 1 17 18 1 20 540 C SP EQUIP 540 20 1 19 20 1 20 1200 I( POWER PACK 1080 20 1 21 22 1 20 1500 C BEER COOLER 1500 20 1 23 24 1 20 1500 C SP 540 20 1 25 26 1 20 540 I� SP 540 20 1 27 28 2 30 0 S SP 540 20 1 29 30 0 0 31 32 0 0 33 34 0 0 35 36 0 0 37 38 0 0 39 40 0 0 41 42 0 LOAD CALCULATION SUMMARY WE'RE UPSIZING THE D/SWASHER CIRCUIT FROM 30A2P TO 40A2P, SEE CIRCI, WE ARE REMOV/NG(2) COFFEE MAKERS, SEE CIRCUITS#14,16&#28,30. CALCULATED POWER FACTOR: ALL CHANGES TO THIS PANEL ARE BOLD AND ITALICS, REST IS EX/STING. 1.00 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMf LIGHTING/CONTINUOUS 3000 8 3750 10 RECEPTACLES 6660 18 6660 18 MECHANICAL 0 0 0 0 KITC H E N 20800 58 20800 58 TOTAL 30460 84 31210 86 10/19/2015 AUSTRIA HAUS PANTRY PANEL PROJECT:AUSTRIA HAUS PANTRY ENGINEER: SOH PROJECT#: 15098 VOLTAGE: 120/208V, 3P, 4W MOUNTING: RECESSED MAINS: 125A MLO TYPE: EXISTING AIC: 10K PHASE PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION D/SHWASHER 3120 40 2 1 2 1 20 1500 LOUNGE LITES 3120 3 4 1 20 1500 REFER LIBRARY LITES 1500 20 1 5 6 1 20 1500 CAPACCINO MACHINE TOASTER 1500 20 1 7 8 1 20 360 PANTRY OUTLET LOUNGE RECEPTS 1080 20 1 9 10 1 20 1000 BLENDER POINT OF SALE 360 20 1 11 12 1 20 1500 COFFEE BREWER BEAN GRINDER 360 20 1 13 14 2 20 0 SPARE BEER COOLER 1500 20 1 15 16 0 COUNTER RECEPTS 540 20 1 17 18 1 20 540 COUNTER RECEPTS SP EQUIP 540 20 1 19 20 1 20 1200 ICE MACHINE POWER PACK 1080 20 1 21 22 1 20 1500 COFFEE BAR BEER COOLER 1500 20 1 23 24 1 20 1500 COFFEE BAR SP 540 20 1 25 26 1 20 540 NEW LOBBY RECEPT SP 540 20 1 27 28 2 30 0 SPARE SP 540 20 1 29 30 p 0 31 32 0 0 33 34 0 0 35 36 p � 37 38 0 0 39 40 0 0 41 42 p LOAD CALCULATION SUMMARY WERE UPSIZ/NG THE DISWASHER C/RCU/T FROM 30A2P TO 40A2P, SEE C/RCUIT#1,3. WE ARE REMOV/NG(2) COFFEE MAKERS, SEE C/RCU/TS#14,16&#28,30. CALCULATED POWER FACTOR: ALL CHANGES TO THIS PANEL ARE BOLD AND/TALICS, REST/S EXISTING. g ''"` " <<R} .,z� > �,2!;�, 1.00 :;; CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS , � � LIGHTING/CONTINUOUS 3000 8 3750 10 '" .`;���-�� � ` RECEPTACLES 6660 18 6660 18 �"�� � MECHANICAL 0 0 0 0 KITC H E N 20800 58 20800 58 ' E+<f.�ti TOTAL 30460 84 31210 86 10/19/2015 Department of Community Development 75 South Frontage Road T��� Q� �,��� 5 : Tel: 970-479 2128 www.vailgov.com � �r���m � I I_�I Development Review Coordinator 'f7 BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: 242 East Meadow Drive DRB#: (Number) (Street) (Suite#) Building/Complex Name: Austria Haus Condo Assoc Building Permit#: Contractor Information Lot#: Block# Subdivision: Business Name: Austria Haus Condo Assoc Business Address: 242 East Meadow Dr Work Class: New�j Addition(�j Alteration(0) City Vail State: CD Zip: 81657 Type of Building: Single-Family�j Duplex�j Multi-Family(� Contact Name: Laura Warren Commercial�j Other�j Contact Phone: 970-477-5888 Iwarren austriahausclub.com Work Type: Interior Oi Exterior Q Both(O Contact E-Mail: @ I hereby acknowledge that I have read this application,filled out Valuation of in full the information required,completed an accurate plot plan, Work Included Plans Included Work and state that all the information as required is correct. I agree to Electrical �i Yes �No �i Yes �No 1,000 comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to Mechanical �Yes Q)No �Yes QNo the town's zoning and subdivision codes, design review ap- 8,400 proved,Intemational Building and Residential Codes and other Plumbing �Yes �No �Yes �No ordinances f the Town applicable thereto. , Building OYes �No QYes QNo �. X Value of all work being performed: $ 9r4d0- OwnedOwner's Representative Signature(Required) (value based on IBC Section 109.3&IRC Sedion 108.3) Electrical Square Footage O S _ Applicant Information Detailed Scope and Location of Work: Installation of a Applicant Name: Austria Haus Condo Assoc three compartment sink, a dump sink, a grease trap and Applicant Phone: 9�0-477-5888 relocation of a dishwasher. This work will occur in the Applicant E-Mail: Iwarren@austriahausclub.com pantry and bar area on the main level of the Austria Project Information Haus. Owner Name: Austria Haus Condominium Assoc Parcel#: 2101-082-77-017 (For Parcet#,corMact Eagle Cou�r Assessors Office at(970-328-8640 or visit www.eaglecounty.us/patie) (use additional sheet if necessary) For Office Use Only: � �j�_ p Date Rece' l� Fee Paid: � (� � � � � � Received From: D Cash Check# CC: Visa/MC Last 4 CC# exp date: OCT � i 2015 � Auth # TpW�I O F VAI L 1 -Maz-2012 ;. . . _ .__ ._�.. �__� �_ .._ .� .�...�. �dz�� ����,��,�:.,,..��� ,...���.,��.�.�..���x ',Ts�f'a.�rtm..^�i}"'rp°'a'�„`re'eaqag".%°.^"MPF41aM*an:ny.e.� �-,r^..an,wawms,.+«.F^x';i.ma,m..'+.w^wm'rma,a+:w�W?�!"m'.W �?F°i ^�99�TT^9�:'wuw" ....�M'"ry""Yr Y�4+.i "'�'0.'f, .:'n:5�`P�' . . . .�'ffR.�T.�m.»',4NP���".'RR��t?"F#& . , . , . . .. AUSTRIA HAUS PANTRY PANEL PROJECT:AUSTRIA HAUS PANTRY ENGINEER: SOH PROJECT#: 15098 VOLTAGE: 120/208V, 3P,4W MOUNTING: RECESSED MAINS: 125A MLO TYPE: EXISTING AIC: 10K PHASE PHASE DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION D/SHWASHER 3120 40 2 1 2 1 20 1500 LOUNGE LITES 3120 3 4 1 20 1500 REFER LIBRARY LITES 1500 20 1 5 6 1 20 1500 CAPACCINO MACHINE TOASTER 1500 20 1 7 8 1 20 360 PANTRY OUTLET LOUNGE RECEPTS 1080 20 1 9 10 1 20 1000 BLENDER POINT OF SALE 360 20 1 11 12 1 20 1500 COFFEE BREWER BEAN GRINDER 360 20 1 13 14 2 20 0 SPARE BEER COOLER 1500 20 1 15 16 0 " COUNTER RECEPTS 540 20 1 17 18 1 20 540 COUNTER RECEPTS SP EQUIP 540 20 1 19 20 1 20 1200 ICE MACHINE POWER PACK 1080 20 1 21 22 1 20 1500 COFFEE BAR BEER COOLER 1500 20 1 23 24 1 20 1500 COFFEE BAR SP 540 20 1 25 26 1 20 540 NEW LOBBY RECEPT SP 540 20 1 27 28 2 30 0 SPARE SP 540 20 1 29 30 p ^ 0 31 32 0 � 33 34 0 0 35 36 p � 37 38 0 � 39 40 0 0 41 42 p LOAD CALCULATION SUMMARY WE RE UPSIZ/NG THE DISWASHER CIRCUIT FROM 30A2P TO 40A2P,SEE CIRCUIT#1,3. WE ARE REMOV/NG(2) COFFEE MAKERS, SEE CIRCUITS#14,16&#28,30. CALCULATED POWER FACTOR: ALL CHANGES TO THIS PANEL ARE BOLD AND ITALICS,REST IS EXISTING. �,5���"}""�'�`z"t�iR 1.00 ;s ="` �. °;��� CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS ��°4 ��rv � � LIGHTING/CONTINUOUS 3000 8 3750 10 �""`�£ z--/,._ RECEPTACLES 6660 18 6660 18 '`'�-`� _i� � �� MECHANICAL p p � '=;��� `� KITCHEN 20800 58 20800 58 ����x,x�`x= �����g������ �za.%uE�� TOTAL 30460 84 31210 86 10/19/2015 __.__ � Department of Community Development 75 South Frontage Road TOWN OF VA�L' vai�, CO 81657 Tel: 970-479-2139 www.vailgov.com BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) �Project Street A ress: � Project#: �J �� `{����� - ;� ��s�in�� �� U��� DRB#: i(Number) (Street) (Suite#) /��—�J / Building Permit#: � 1, � v � / � ` s Building/Complex Name:�G4ST/;/,� �A,-t�,f� (Contractor Information Lot#: 1� � Block# Subdivision: V� � Business Name: ,qGC� ��? /�S t ----- -------- Business Address: Work Class: New( ) Addition ( ) Alteration ( .- ,__- � .:- , : : ;City State:�_Zip: ,S �Type of Building: Contact Name: �C�/t �jlJ�y'�C� Single-Family( ) Duplex( ) Multi-Family( ) , f� , Commercial (t��Other( ) Contact Phone: ���� �v �� � _ , .. ,-._ __ ��J��/�G� ��, " Work Type: Interior( Exterior( ) Both ( ) � Contact E-Mail: � r¢ }��'!li� �--{/�'_ M ... . -:-:- . ,...:._. ....--:_-'..'._.__- I ...:-.,.: :__'_- ' ,::'.�.; .:.:'::...�. ..__.....:_:: " ' Valuation of I hereby acknowledge that I have read this application,filled out Work Included Plans Included Work in full the information required,completed an accurate plot plan, � and state that all the information as required is correct. I agree to 'Electrical OYes ONo OYes ONo comply with the information and plot plan,to comply with all Town ! ordinances and state laws, and to build this structure according to 'Mechanical OYes ONo OYes ONo the town's zoning and subdivision codes, design review ap- � `�Q �; ' proved, Intemational Building and Residential Codes and other �Plumbing �s ONo OYes ( o � or dinances o f Town app lica b le t here to. I �Building ( )Yes ( )No ( )Yes ( )No �..__ ______ ..___r�.�__, ...�..___.�.....__... __.__ .._ !X 'Value of all work being performed: $ U (value based on IBC Section 109.3 8 IRC Section 108.3) 'O /Owner's Repres tive Signature(Required) _ �Electrical Square Footage � �Applicant Informa o`y � Detailed Scope and Location of Work: �� ;Applicant Name: , !�� ��L� � �� � �,��/ /� vY i Applicant Phone: � � (D� • �,� � l0 �� . 1 �•v � 9.�' /�,.J ,Applicant E-Mail: i� �� � �L � � ! �' /"C,� 3 P /rk�'° Project Information �J . 'owner Name: /7GlS�l',//� ���J e 'Parcel#:�f�� �O �- �� �d/ '� �� (For Parcel contact agle County Assessors O�ce at 70-328-864 or visit vwvw.eaglecou nty.us/patie) . .�. . _. -___. °- : (use additional sheet if necessary) a�.�j3 For Office Use Only: � (� f� � �`/ � Fee Paid: c� 3 3 v L� V _ ._. _ ... _._...._ _ _ _._._ . Received From: �S� Date Received: �EP 2 Cash Check# 2 20�5 CC: �sa/MC Last 4 CC# exp date: A"�r'# TOWN OF VAI 014-0901 Location: �M��AB� 1 1 8" SQUARE x 6" DEEP PVC FLOOR SINK Speciflcation:PVC floor sinks are manufactured out of PVC materiai to provide the ultimate in sanitary design. PVC material has excellent resistance to chemicals such as the acids contained in fruits,vegetables and fats.The smooth,uniform surface is easy to clean and the floor sink will not chip or rust. PVC floor sinks are lightweight for easier handling,installation and transportation. PVC floor sinks are available with optional dome bottom strainer and with full,three-quarter or half PVC,nickel bronze or stainless steel grate configurations. Function:Used in kitchens, restaurants,grocery stores, hospitals,schools,and other areas that require a medium volume sanitary drain.The light dury grate is recommended for foot traffic.The PVC light duty grate is not recommended for vehicle traffic. �� �:?�—�� - � �. � a1� - , °w _............................8.20"........._..._..._..._...._..._.. . .. 6.20"..._.................. i.........._..._..._..._..._...._...6.12" ........._..._..._...._..._..._...i r 5.20��................1 - I I............._. 3/4" 6" � � 6.12" � � � I � � � � COMBINATION 3"(INSIDE)& 31/8" 4"(OUTSIDE) � OUTLET _ CONNECTION ..• . � � FS522-30 2"Socket Note:4"outlet socket connection body fits into 4"PVC pipe and over 3"PVC pipe. � FS523-30 3"Socket � FS524-30 4"Socket SUFFIX OPTIONAL VARIATIONS SUFFIX OPTIONAL VARIATIONS p -150 1/2 PVC grate 0 (Standard) Full PVC grate �-175 3/4 PVC grate p -1 Full NB grate and frame and frame � -150-1 1/2 NB grate and frame � -3 Full SS grate and frame and frame �-175-1 3/4 NB grate and frame p -5 Sediment bucket p -150-3 1/2 SS grate and frame p -89 PVC dome bottom strainer(A1-PB) p-175-3 3/4 SS grate and frame Job Name: Page No: Section No: Contract: Schedule No: Purchase Order No: MIFAB reserves the rigM ro make cherrges in material end design without famal notice or obligedon. USA'1-SOO-465-2736 www.mifab.com CAN•1-800-387-3880 2013-01-20 SPECIFICAT10N3 in ou ets Sch.40.Plain End(No-Hub) ____27•— 2. Max Bow rate:20 GPM ' Outlet"A" 3. Liquid capaciry:22 Gallons �(Optional)� 4. Max grease capaary:109 Ibs.(15 Gallons) ' 5. Max solidslsadiment capaaty:8.4 Gallons I 6. Unit we'g ht w/std.covers:31 Ibs. � 7. Standard bolted,gasketed,gas/water tight composite Y — - covers handle 4501bs.when unR is directl buried and 9. Seamless molded polyethylene fank. INLET— O Outlet"B' � � (Standard) ��-��"--- � a 2,5001bs.load when buried in SR16 riser. 8. Mauimum operaGng temperature 190°F continuous. I' NOTES A� � A � 1. isted by IAPMO to ASME grease interceptor ZI. , standard#A112.14.3 and CSA 6481.1. i � � �°�- � 2. Factory installed Buift-In Flow controt. i --- ---- -- -- - 3. For gravity drainage applications only.Do not use for pressure applications. � 4. Seamless high density polyethylene tank. �,, 5. Riser is alsa available for burial. ! 6. Cover placement allows full access to tank for proper ' maintenance. 7. Vent not required unless per local code. 8. Engineered inlet and ouUet diRusers are removable Outlet"C' to inspecf/clean piping: (Optional) �6-1/4 , 9. For on-the-floor or buried appliptions. 10.Integral air relief/Anti-siphon. 11.Three ouUet opdons for easy rough in. Unit TOP VIEW shipped with outlet diffuser in outlet"B". ISOMETRIC VIEW DIFFUSION FLOW TECHNOLOGY e in et sar sp its mcoming e uent into lwo paths thal uGlize Mie entire liquid volume of the tank for efficient 2z'��4� grease separation.The calibrated openings greaty reduce I-�0�6"Cover� 21" -' effluent turbulence. The effluent enters the main chamber —See Note#10 �of plain end � I I� � without disturbing the exisUng grease or sediment layers. i inlet and outlet The integral air relieNanti-siphon in the top of the ouUet ditfuser � allows pressure stabilization within the unit during operation. 4-1/4" The bottom of the ouGet diftuser allows only effluent which is free of I grease lo exit the tank. It can easily be attached to any , _ _ _ __ O of the three ouUets provided to ease jobsde piping layouts. j . �-- ENGINEER SPECIFICATION GUIDE �`'� � � ier reat asm grease mterceptor model#GB-20 shall �'� Static water� 10-3/4" 9-9/16"invert be I'rfefime guaranteed and made in USA of seamless,rolationally- �, line � molded Hgh Densiry Polyethylene.Interceptor shall be fumished ' for above or below grade installation.Interceptor shall be certified �� to ASME A112.14.3(type C)and CSA 8481.1,with fie�d adjustable riser system,buiR-in flow conVol,built-in test caps and tt�ree outlet i options.Interceptor flow rate shall be 20 GPM.Interceptor grease Engineered inlet and—' capadty shall be 1091bs.Cover shall provide watedgas-tight seal `outlet diffuser and have minimum 450 Ibs Ioad capacity. (see discription) OPTIONS: ��eleglide field adjustable risers for eMending covers to grade SECTION"A-A" OUTLET END VIEW • Male pipe thread connections • 3"Plain end pipe or male pipe thread connections • Clamping collar kit MODEL NUMBER: GB-20 PART NUMBER:4010-001-XX � ' � DESCRIPTION: �P� �P� Schier Products SCH I ER 20 GPM POLYETHYLENE GREASE INTERCEPTOR 9500 Woodend Road Edwardsville,KS 66177 o � OO Tel:500-827-7119 pRODUCTS Fax:800-027A864 PRO%tlEfARY�ND CONFDEMIAL www.8Ch18rprOduCtB.GOm Pioneering Drain�ine Purity "�°'�'"°"�°a�""°`�e��"'"`"""�"""'°"°""�"'"°°"""' DWG BY: N.EBERT DATE:11/27J2013 REV: 1 ECO: 1035 Made in the U.S.A SPECIFICATIONS m e out ets Sch.40.Plain End(No-Hub) �Z�. 2. Max flow rate:20 GPM Outlet'A" 3. Liquid capacity:22 Gallons �(pP�ional) 4. Max grease capaaty:109 Ibs.(15 Gallons) 5. Max solidslsediment capacity:8.4 Gallons ' 6. Unit weight w/std.covers:31 Ibs. 7. Standard bolted,gasketed,gas/water tight composite covers handle 450 Ibs.when unR is diredly buried and --__ a 2,500 Ibs.load when buried in SR16 riser. � 8. Maximum operating temperature 190°F wn6nuous. INLET—� O �Outlet"B" 9. Seamless molded I eth lene tank. - - PoY Y I \ (Standard) Nores � p� � A 0 �Gsted by IAPMO to ASME grease interceptw , standard#A112.14.3 and CSA 8481.1. 21 � _ � _ � 2. Fadory installed BuiB-In Flow control. - --- - -� --- -- 3. For gravity drainage applicaUons only.Do not use for pressure applications. 4. Seamless high density polyethylene tank. 5. Riser is also available for burial. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. 8. Engineered inlel and outlet diHusers are removable Outlet'C' to�nspecUclean piping. (Optional) �—6-1/4 9. For on-the-floor or buried applications. 10.Integral air relief/Anti-siphon. 11.Three outlet options for easy rough in. Unit TOP VIEW shipped with outlet di(fuser in outlet"B". ISOMETRIC VIEW DIFFUSION FLOW TECHNOLOGY e m et ser sp its mwmmg e uent into two paths ZZ_��4,----j Nat utilize the entire liquid volume of the tank for efficient � grease separetion. The calibreted openings greatly reduce � ,T 16"Cover--�, � y�^ I effluent Nrbulence. The effluent enters the mam chamber C�of plain end �See Note#10 ,� �' without disturbing the existing grease or sediment layers. I, inlet and outlat— The integrel air relief/an6-siphon in the top of the ouUet diffuser ailows pressure stabilization within the unit during operation. 4_��4, I The bottom of the ouUet diffuser allows only effluent which is free of i i grease to exit the tank. It can easily be attached to any _ _ ___ __..`-- _ ' O of the three ouUets provided to ease�obsite piping layouts. ' � � ENGINEER SPECIFICATION GUIDE 15� c ier reat asin grease interceptor modei#GB-20 shall �0-3/4" Static water= g.g��6"invert be lifetlme guaranteed and made in USA of seamless,rotationally- I line molded High Density Potyethylene.Interceptor shall be fumished � I for above or below grade inst211ation.Interceptor shall be certified to ASME A112.14.3(type C)and CSA 8481.1,with field adjustable riser system,buift-in flow control,built-in tesl caps and three outlet ophons.Interceptor flaw rate shall be 20 GPM.Interceptor grease � capacity shall be 109 Ibs.Cover shall provide watedgas-tight seal - Engineered inlet and� and have minimum 450 Ibs load capacity. ouUet diffuser OPTIONS: (see discription) �glide field adjustable risers for extending covers to grade SECTION"A-A" OUTLET END VIEW • Male pipe thread connections • 3"Plain end pipe or male pipe thread connections • Clamping collar kit MODEL NUMBER: GB-20 PART NUMBER:4010-001-XX � ' � DESCRIPTION: �P� �P� Schler Products SC H I E R 20 GPM POLYETHY�ENE GREASE INTERCEPTOR 9500 Woodend Road Edwardaville,KS 66171 Q C �q Te1:800�27-7119 Fax:800$27A664 pRODUCTS raowneruer�xo ew�cuEnn�� www.schlerproduCts.tom Pioneering Drain Line Purity '�"'°°"`�'°""`'""�°""'""�'��°'°�"�°"`n"s DWG BY: N.EBERT DATE:11/22I2013 REV: t ECO: 1035 Made in the U.S.A