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HomeMy WebLinkAboutB12-0229 � � 02-28-2014 Inspection Request Re orting ,2 _ Page 5 4�03 �2m Vail, CO - Citv O [� � Requested Inspect Date: Monday,March 03,2014 Site Address: 68 E MEADOW DR VAIL VAIL VILLAGE INN BUILDING 1 PARKING GARA A/P/D Information Activity: B12-0229 Type: COMBO Sub Type: AMF Status: ISSUED Const Type: Occup�ancy: Use: S-1 Insp Area: Owner: VILLAGE INN CONDOMINIUM RSSOC Contractor: NEDBO CONSTRUCTION INC Phone: 970-845-1001 Description: INSTALL ENCLOSED 2 STOP VERTICAL PLATFORM WHEELCHAtR LIFT BETWEEN PARKING LEVEL E�NC OSEDAN MASONRY STRU�C�TURE PER IATTACHED PNANSI AND SPECIF CATIONOR IS TO BE Re4uested Insaection(s) Item: 90 BLDG al Requested Time: 02:00 PM Requestor: NEDBO STRUCTION INC Phone: 970-845-1001 Comments: 977-0 Assigned To: S R Entered By: JMONDRAGON K Action: Time Exp: � � �� Inspection Historv Item: 10 BLDG-FOOTING "Approved*' 08/23/12 Inspector: sqremmer Action: AP APPROVED Comment: Need si reportlor 4000 psi concrete 09/19/12 Inspector: mdenney Action: AP APPROVED Comment: Masonry block to lstbond beam Item: 20 BLDG-Foundation/Steel 'Approved" 09/20/12 Inspector: mdenney Action: AP APPROVED Comment: block wall to 2nd bond beam 09/27/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: CMU to 3rd bond beam 10/02/12 Ins�pector: JRM Action: AP APPROVED Comment: FINAL BOND BEAM Item: 120 ELEC-Rough "Approved" 10/18/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 30 BLDG-Framing "Approved" 10/18/12 Inspector: sgremmer Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail '"Approved" 11/06/12 Inspector: JRM Action: AP APPROVED Comment: Item: 190 ELEC-Final *'Approved" 02/13/13 Inspector: sgremmer Action: AP APPROVED Comment: Item: 420 Special Inspect-final rept '"Approved** 02/13/13 Inspector: sgremmer Action: AP APPROVED Comment: NA Item: 90 BLDG-Final REPT131 Run Id: 14750 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES . , Tn►VN OF VAl� ' Town of Vail, 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 #: B12-0229 Project #: PRJ12-0292 Job Address: 68 E MEADOW DR VAIL Applied.....: 06/08/2012 Location......: VAIL VILLAGE INN BUILDING 1 PARKING GARA Issued. . . : 06/19/2012 Parcel No....: 210108254033 OWNER VILLAGE INN CONDOMINIUM ASSO 06/08/2012 , 100 E MEADOW DR VAI L CO 81657 APPLICANT NEDBO CONSTRUCTION INC 06/08/2012 Phone: 970-845-1001 PO BOX 3419 VAI L CO 81658 License: C000003087 CONTRACTOR NEDBO CONSTRUCTION INC 06/08/2012 Phone: 970-845-1001 PO BOX 3419 VAI L CO 81658 License: C000003087 Description: INSTALL ENCLOSED 2 STOP VERTICAL PLATFORM WHEELCHAIR LIFT BETWEEN PARKING LEVEL ONE AND PARKING LEVEL TWO OF THE VAIL VILLAGE INN BUILDING ONE. ELEVATOR IS TO BE ENCLOSED IN NIASONRY STRUCTURE PER ATTACHED PLANS AND SPECIFICATIONS. Occupancy: S-1 Type Construction: IA Valuation: $80,000.00 ..,...,�.....,...,,..��...�..............,,.......,...,...........,....,....,......,,.... FEE SUMMARY ..........,..........x..�...,,.....�........,,.....,..,........,.�,,,,.......,... Building Permit-----------> $853.75 Bldg Plan Check----------> $554.94 Use Tax Fee-----------------------> $1,400.00 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $700.00 Mech Plan Check---------> $175.00 Additional Fees--------------------> $3,698.69) Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $15.00 TOTAL PERMIT FEES--------------> $0.00 Payments-------------------------------> $0.00 BALANCE DUE------------------------> $0.00 .............................�..«..�...:.,....,.,.«.�,,.��.........«.........�......,..,.,..��..�....«.....�....�,�...,....,,.....,....�..,,,,...,,....,..,,........,�.,,:..,.,..........,..,.,....... 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 ..,,,�.,.a..�, ��c�n-�i+` �✓-A/ L/� V Z ent a �- 59epartment of Commumty Developm 75 South Frontage Road Vail, CO 81657 T Q W N Q F VA�L' r � Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: gg East Meadow Drive DRB#:�—',/,I�` (Number) (Street) (Suite#) Building/Complex Name: Vail Village Inn- Building One Building Permit#: — ��,�� Contractor Information Lot#: Block# Subdivision: Business Name: Nedbo Construction Work Class: New�j Addition �j Alteration � Business Address: PO Box 3419 C ity Vail State: C� Zip: $1658 Type of Building: Single-Family�j Duplex�j Multi-Family Contact Name: Rollie Kjesbo Commercial � Other�/ Contact Phone: 970-845-1001 rollie nedbo.COm Work Type: Interior� Exterior Q Both Q Contact E-Mail: @ Valuation of I hereby acknowledge that I have read this application,filled out �/ork 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 �Yes Q1No �Yes QNo �� 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 �No 3`�' ��0 C� the town's zoning and subdivision codes, design review ap- �-�-- proved,International Building and Residential Codes and other Plumbing �Yes �jNo �Yes �No ordinances,of the Town applicable thereto. guilding QYes �No QYes QNo ,0 d � � ;` ,.� ,, . t�f� , X ' �`,,,�;�,f' ;`�� �',L.,., Value of all work being performed: $ 70 ,0l900 � f..� -� �.-v�--� Owner/Owner's Represe�nfative S�nature(Reqwred) (value based on IBC Section 109.3&IRC Section 108.3) / Electrical Square Footage Applicant Information Detailed Scope and Location of Work: Applicant Name: Nedbo Construction- Rollie Kjesbo Install Enclosed 2 Stop Vertical Platform Wheelchair Applicant Phone: 970-845-1001 Lift Between Parking Level One and Parking Level Two Applicant E-Mail: rollie@nedbo.com of the Vail Village Inn Building One, Elevator is to be Enclosed in Masonry Structure Per Attached Plans Project Information Village Inn Condominium Association Owner Name: and Specifications Parcel#: 2101-082-54-033 � (For Parcel#,contact Eagle County Assessors O�ce at(970-328-8640 or visit www.eag lecou nty.us/patie) (use additional sheet if necessary) For Office Use Only: Date Received: D �' � � � Fee Paid: ' 1 Received From: Ju� (�'� ju��-n Cash Check# a:���� �(., CC: Visa/ MC Last 4 CC# exp date: TOWN OF VAIL Auth # 12-Mar-2012 � � ���V� 1`� l •�����t<+.��:�w�:wx+x«�..��w,ewwx,rrrw���wrv.s.��twf�:�s.+.�3:���.ww�ww�xw��xw,e,e,ewww,e,rxwwxwwwwww,ewewwxeerrrr�ew,e�wYt�xw�x��s.s.�rww�r�+�+.x+�:a�w:�+���:xx���x.e..�w»+,e»x.wew�,.r..+rw:x.+s.�s.s.���s. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B12-0229 Address: 68 E MEADOW DR VAIL Owner: VILLAGE INN CONDOMINIUM ASSOC Location: VAIL VILLAGE INN BUILDING 1 PARKING GARA wwwx�+.�+.�n��xw��:��::in.wx:::x:�aw:+w�rrrwxweww�wx,exw���,e�ewws.x�ew+.v.re�aw,r�,r�xxwxxx�+��+«������+.::�s��,t,t��xax�aai.,r:�xa::xxw��xw���:axxwx��:::::xxxx�w++x>:�x+:+���:x��+:��xx�xK,�k�+«s. Cond: CON0012636 I hour fire barrier at ceiling of shaft to be submitted as shop drawings prior to installation combination permit_012811 i � . �OWN OF YA� ` ****.**�*******.******,**�,**********************,****************.**********�*****�*****�***************.,*,**************�****.,******.********�**** REQUIRED INSPECTIONS AND STATUSES Permit#: 612-0229 Address: 68 E MEADOW DR VAIL Owner: VILLAGE INN CONDOMINIUM ASSOC Location: VAIL VILLAGE INN BUILDING 1 PARKING GARA ***«.*****************��*,,********«***************,►***,►.�*****««««**************�*****���*,.***«**«,►«**************.***.******,.****�*,.*�«**«********.,* Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00120 ELEC-Rough Item: 00030 BLDG-Framing Item: 00060 BLDG-Sheetrock Nail Item: 00190 ELEC-Final Item: 00420 Special Inspect-final rept Item: 00090 BLDG-Final combination permit_012811 — i — U N� � I � - � - •� N� � I � �m T � � I I � �• � I � $` \`� ._.____..- ._. . __.._.___. '___ ._-_._ _ _ .......... ....._. .. .......... �L.r .�...._ � � /'1� II � 3 ___ _ , ___- -�- 3 � v dJ� _............ � , _ .._.... f - _...________ - .. �i, ��,.__� '� � s�.VI EWED � � � o � �O, ��-��- x� EXISTING _.. ��P � � .� a � FOUNDATION TO � a; REMAIN �-� te: J l � � ,,� _ _ � — — � �— - ---- .� __ � ' _ Q�' .. � ,., '�-----.�« `'� ��-�." _,. _ 7 M�F''••. .. ____---_ �.___._- . _ _._ _ � � • W 10x12 — — — — — — ' 25�6� �'i A OVE : � ,,'--� A C�PIPE-- --� �2.3� � � __._ _ _..__. ___._ _........ __ _._. � ...... , _. ___ , ' . . _ Y \'—"� v i g W 8x10 m ,03�/ i S5 i ABOVE A�qs i i °° � ye T,�, 1 8" i 5'-0" - - - - - � W Q �L -- ----- ---- 1 ��' SSN�� Z � `�' -�- � --— 3„p\PPB�vE _ � � " p\PE .J � U�p " �,o �, GUIDE RAIL BASE PLATE AND � W T O P OF EX I ST IN G S LAB ��I i I I � ; CONNECTION PER MNFCTR'RS � � 83'-0" I �� O ` � S P E C S A N D D E T A I L S Q � � �� 8 �' � � � Z Cn � � � �8� �i PROPOSED SLAB � — � �"' Y p► � � �'; 82'-4" � Q s4 - -- a � W (2.�; Q o 0 '��-- ' v c.� �°a� , � - z SAWCUT SLAB AND EXISTING FNDN. � F p � PORTION OF TOP OF WALLS TO REMAW � I � �:�'� W j � E X I S T. F N D N.W A L L S F O R � � � m ��-2,� NEW RECESSED SLAB. ; � � z J 2„ 4" 6„ 2, FIELD COORDINATE � 4 Z Q LOCATION AT TIME OF � {V — � DEMOLITION. EXISTING FOOTINGS �' W � a C� BASE PLATE TO REMAW �— — � � � � O � � 1/2"x1'-2"x0'-4"w/ N 2-1/2" DIA. EPDXY -{- -�- � �. � — — � H � � > ANCHORS N JU� � � � Z � �Q1z �o � > 3" DIA. STND. N a � PIPE PER ' �\` , i 2 �- __ __ __ __ _ _.__.._....-- _ _ OWI�f_ E.1fAIL � a PLAN - - - 1/4' __ _____. --....- -_._... ,� �/ Q I I � i O BAS E P LAT E 1 ' M � ,. . ,. � - - �'� _ -� , - 3/4 = 1 -0 , �, � — — D, — — � � '`����-% F O U N DAT I O N P LAN '`��--� ~ � SHADED AREA DENOTES EXTENT OF �I4" — ��-O�� CONCRETE SAWCUT. NORTH S 1 OF G N N ��'.; N N N ��I C �u°pi X x j X X X ' •- �� � � 11 v v � �� p a � � � ���+ � � � ��+ V W w �'I'' W W w (G+� N '. ;-- EX. W 21 x 44 EX. W 14 x 22 � ; 3 � _.-- _ ._. _.. _.-- _..____ _.. - _...... ----- -� ,_..,. , p� �dl � .� ��V�I� � ° a9 18 GAGE 4"STEEL STUDS � � �EVIEVVED �-���' �� x s @ 16"o.c.WITH 5/8"TYPE � � ° ��MPL��� � � g � x X � � °••� X DRYWALL ON EACH X � �Z � a� � � SIDE TYPICAL AROUND MAW LINE DISCONNECT . • ao �atQ. MACHINE ROOM &CAR LIGHTING 4'-0" � TELEPHONE � y�� �� X x �/,_._..-----____..c_:!�'l�..,,.._�<,°._w.i. � .., F DISCONNECTS • CONNECTION • � `���,'° 2'-6"MIN.CLEAR SELF . � W w >C �-.,� � � ---_ M�F<�'• CLOSING,SELF LOCKING, LIGHT SWITCH EX. W 8 x 10 w �� � zs�5� "� ACCESS DOOR AND DUPLEX ;'�� RECEPTICLE x ' __ ._.._ _.._. __. __.._._ IGHT ____� �;2.3�� � ---�:--- -._ _. _ _... _ _ _ ••-. .,... _ _ ___ - ___.. MAIN CONTROL L \_! NEW 8"MASONRY ' � O NOTE-POST MAXIMUM LOAD WALLS PER ° � -�- o B�X ��+ LIMIT SIGN OF 750 LBS.AT SECTION B/S5 TO - ENTRANCE TO ELEVATOR ON N gE ADDED TYPICAL � �-"--- �-- • �'+' BOTH LEVELS AND AT � ��Q OWER EXISTING BLOCK � CONTROLS IN CAB. TN�3���/q. UN EMA NTO � � PIPE - NEw 3„ x .� x :� X ` o STND,p�pE' � � W P IT I I GH T A N D G F I � w �� � 2' "p REM OVE S S � � � RECEPTACLE c.i � v PORTION OF ¢ N � O � ;�, � d. 5,_�„ � EXISTING W 8x1 w �j„ Z GROUT SOLID A � J E A R � � PER SPECS. Q TYP. � X. W 12 x 19 d � %'� ' J Z ;2.1 ; a O o `�-=' � v c� a w �+� � � z � + EX. 6" STND. PIPE "X-BRACE" �+�, �• � O � � B � � � 0 o S�J - EXISTING �+ co ; m V ° BLOCK WALLS ° J x FIELD x TO REMAIN x " � Z Q � � � � � COORDINATE � � W ' � I WALL MOUNT � � � a � SPRINKLER � w LOCATION W w w � _I 1 � ��+�� �}6 � J � � N � Q �+� `�+ o � � �"'� EX. W 21 x 44 EX. W 16 x 26 N a , �, 2 _._.. _..___ __ _____ ___...._. .. .____ __........ ......_. ...__ � 0. ; _- -- __. - ,,\ ; Q --- N G N N N N N X x X X X � � � � � M � � � � � X W w W w W . � 'Cw� 'p`` ;� `�� ; i' �__.� __ - PARKING LEVEL 2 FRAMING PLAN 1/4" = 1'-0" S2 OF 6 Nc�— t� N N N ��I C cNC'n X X ' � X X X X �m � � N 1,� `r `r `° �0 O a � � � �.°+ � � � ��+ v � X x �+• � � W W w �"I'' W W W �"-� EX. W 30 x 173 EX. W 16 x 26 � a> 3 ;__ . _ .__ -..__ _..__ _ __....._ _....._ _. , ___ � � o �— EX. W 16 x 26 ��owr� o� ����.� N� o � ,�°� o0 NEW 8" X EXISTING BLOCK X �EVIEVt���� : �� V�'�4��- � � o M A S O N R Y P E R W A L L S T O pp s i 1� *+ a' SECTION B/S5 � REMAIN TYPICAL `� ��'V'��°°��` �� TYPICAL � � � �Date..�..T - - ., p M •• �L X X UF�`'•. w w �y: � - � . N I W ° 25767 p t r' { EX. W 8 x 10 ��d�. ---�-�'_____-- ; : i--� x FS ' •••••• � � ' _ _......... - _.._........ _... _.... ;2 3, _ _.. _ B _ _ s` �--' SPRINKLER HEAD o �+D�� ATTACHED TO N EXISTING SYSTEM -{-• N S5 � � � 5'-0° o . T p p���A. NEW 3„p PE � J . STN� x X , O x � � W X GROUT SOLID w � �O� o J � S S � � Q TYP. � � _ � O X �c9 d �� SHAFT CEILIN W � � � � ■ Iv � w LIGHTAS F. z A -O REQ D. � Y � � S4 a � . W 12 x 19 d w J Z � (2 1 Q/, O `---' X �}3h = Z � W + EX. 8" STND. PIPE "X-BRACE" �+�.`b F 0 O �li S� �. J O EXISTING BLOCK �-�-• W � V o WALLS TO > m x ° REMAIN TYPICAL � � Z J x x X z a � � � � W > . � � ' � ' � a � X � W w w � J ,�1 �1 Z � s���+ ���} N � j �+� o ��'�., EX. W 30 x 173 EX. W 16 x 26 N a : � ��_ _ _ .__ } a 2 , _-- __.. ,\� �� N � N N N 7 X X X X X x � �o � � � � �° M � � � � � � w w w w w W ! _ ,�, � ' iC ; � ' ` -- '-- . FIRST FLOOR FRAMING PLAN 1/4" = 1'-0" S 3 O F 6 % \ . , , �� .'� . \ r I i � 105'-0" 104'-5 1/2" ' EXISTING EXISTING W 8x10 TO REMAIN W � MAIN �� EXISTING CONDUIT AND DRAIN PIPES TO PROVIDE 1 HOUR -- - --- REMAIN SUSPENDED CEILING TO PROTECT EXISTING CONDUIT SPRINKLER HEAD AND DRAIN PIPES AND LIGHTING RECESS AS . ` REQUIRED 100'-0 1/2" / NEW �PER SECTION B/S5 � �,�' S�s� �V � JL 4x4x1/4 PER '� � � � 2 v PLAN IN INVERTED �^ "'� � z BOND BEAM %� � REINFORCED w/2- � ���� 2�� w #5 BARS CONT. � yC,� � U � ��.r �� �p C z � V� � �N EXISTING Cp (� � PORTION OF COMPOSITE SLAB �LS�" S � K � EXISTING AND DECKING TO � 2� �� �� EXISTING COMPOSITE SLAB REMAIN C1 �O STAIR TOWER AND DECKING TO �� TO REMAIN BE REMOVED �I � �� 93'-0" 92'-5 1/2" � p �_ EXISTING W 10x12 TO REMAIN FIELD COORDINATE , PORTION OF WALL MOUNT 90'-3 1/2" EXISTING SPRINKLER W 8x10 TO BE LOCATION REMOVED PER JL 4x4x1/4 PLAN NEW 8" MASONRY PER PLAN IN PER SECTION B/S5 INVERTED BOND BEAM REINFORCED EXISTING LOAD w/2-#5 BARS BEARING CONT. MASONRY WALL TO REMAIN 5'-0" 8" TOP OF SLAB TO BE REMOVED #5 DOWELS @ 12"o.c. EXISTING EXISTING DRILLED 6" INTO 2�'��� SLAB TO SLAB TO EXISTING FNDN.AND ��„ REMAIN REMAIN GROUTED w/ NON-SHRINK EPDXY. 83'-0" ----82'-4" 'r- - �ii—�1��!,ii r�1 ° �=iii=�� —i�m i 1� - i� ° ° ° a a � ' ° �°' ����Iii�ll�iTi��11,�iT 81'-8" h, , � +.»� o ; ,�;J -_ all Jl=—�— — _III— — — — � C ����j�llil�l_ II��i�i��liTiiiiii��i�=i�i_ 1�—ii=lt�i�ii i��i��T�r `,� � � m �, — ii n ' J�— —_i� r-+ � iTr-111�1�1���II�ii11�1lllll�lll 11II,�--,� ii��� ��IT�Jl�r� i ' _�II_l�l����- EXISTING . --� < FOOTING AND ' � � C " FOUNDATION TO; � r � � 8"THICK SLAB REINFORCED w/#5 BARS @ , REMAW � �d � � 12"o.c. BOTH WAYS DRILLED 6" INTO ', � �'�' - � d.. � ��. ADJOINING CONCRETE AND GROUTED I � m� WITH NON-SHRINK EPDXY. � � ��q � � � fi� � v m A SECTION A . , S4 1/2"= 1'-0„ � 30 MAY 2012 -p M�F�'•: p PARKING AREA VERTICAL PLATFORM LIFT � the mj mueller Co., inc. � VAIL VILLAGE INN BUILDING ONE PARKING AREA x25'6' A: a� `: � VAIL, COLORADO ° p.o.box2747 4�6z6�� (<`s��'�.........•••�� vail,colorado 81658 S� , � ` ;2,3� ;2.? ' � ' EXISTING FRAMING AND SLAB TO REMAIN 105'-0" 104'-5 1/2" EXISTING W 12x19 TO REMAIN EXISTING PROVIDE 1 HOUR CONDUIT AND SUSPENDED CEILING DRAIN PIPES TO TO PROTECT SPRINKLER HEAD REMAIN EXISTING CONDUIT AND LIGHTING AS AND DRAIN PIPES � � REQUIRED GUIDERAIL AND CONNECTION PER EXISTING MANUFACTURER'S U MASONRY WALL SPECIFICATIONS � TO REMAIN Q TYPICAL w NEW 8" MASONRY w/ J U #5 DOWEL x 3'-0" @ #5 BARS @ 16"o.c. Z 16"o.c. DRILLED 4" IN GROUTED CELLS, � � � INTO EXISTING SLAB DRILL 2-#5 INTO N PORTION OF ADJOINING � AND GROUTED w/ EXISTING MASONRY TYP. NON-SHRINK EPDXY COMPOSITE SLAB (TOP AND BOTTOM) AND DECKING TO BE REMOVED EXISTING COMPOSITE SLAB AND DECKING TO REMAIN 93'-0" 92'-5 1/2" PORTION OF EXISTING W 8x10 TO BE REMOVED PER PLAN 3" DIA. STND. PIPE BEYOND COLUMN w/ 1/2" 4"STEEL STUD BEARING PLATE, � WALL @ 16"o.c. BASE PLATE PER FIELD COORDINATE w/5/8"TYPE X PLAN AND 1/2" DRYWALL WEB STIFFNER WALL MOUNT EACH SIDE CENTERED ON SPRINKLER COLUMN ONE LOCATION SIDE ONLY. 8" BOND BEAM w/2 -#5 BARS CONT. @ NEW 8" MASONRY 4'-0"o.c. DRILL#5 WITH #5 BARS @ 4�� INTO ADJOINING 16"o.c. IN MASONRY TYP. GROUTED CELLS 8„ 5._2,. 4'-0" - - 8"TRUSS-TYPE : �.� ''� L-1 �.� ,d.1 �: DUR-O-WALL AT 0 � � �� EXISTING #5 DOWELS @ ALTERNATE �2. � " � � C� ,-.^, � SLAB TO 16"o.c. COURSES , � ' -� C� REMAIN I3'-0" TOP OF SLAB G 10J ToBE �b� m � REMOVED � � =' 83^ ' �� �: °T1 , d —— ——————————————————————— . � � a 82.�,. o r — �� a < a a — miii'�i�- � � . a 1� ii � _i�=�- a a , r-�1=k � #5 DOWELS @ 12"o.c. �ii�i-i���� ° i� aTi���1=�� - T��l iTi=��n- - - ii - i � ��� DRILLED AND GROUTED �� � �J��--�T���-��!��-���-a� ������- �I�- -���� ��j=_�_� �� � �j�_Ill-_ _ EXI � IN� FNDN. —I —L— �—LS�j_II� �_ ��I�_ _ �I III �'��,�1 '1—�� TO EXIST. SLAB. ����� i� ,��_u�iu �_�,_ni�����_�u .,�ll�� _� i�-ii� ��--� � _ TO EM' IN , �~i�'�T1 - _I��� -1J1��11�� _� ����J�i i Ti�IT �� ! AS " �� REQ'D�„ � i 8"THICK SLAB REINFORCED w/#5 BARS @ 12"o.c. BOTH WAYS DRILLED 6" INTO ADJOINING CONCRETE AND GROUTED WITH NON-SHRINK EPDXY. B SECTION B S�j 1/2"= 1'-0" � 30 MAY 2012 � PARKING AREA VERTICAL PLATFORM LIFT �� M`'F��''• the mj mueller Co., inc. O � VAIL VILLAGE INN BUILDING ONE PARKING AREA � k25767 A� � VAIL COLORADO '••. ' P.°.�X2'4' 4'�-262' � F3,S•o,,.._., '�� vail,colorado 81658 U �m •� N� . � a� PROPOSED ENCLOSED 2 STOP VERTICAL PLATFORM WHEELCHAIR LIFT: � a� . � LOCATION: .>, ;� � BETWEEN PARKING LEVEL ONE AND PARKING LEVEL TWO OF THE �������� � �� VAIL VILLAGE INN BUILDING ONE. N `° aOiV������ � ��_ � ° �- � � o USE AND OCCUPANCY: .'°��t�,� � � 1 Z y; a> B"'�°'"� 'SM"`E°-"SE. STRUCTURAL SPECIFICATIONS �-, a,--� B-2 COMMERCIAL R-2 CONDOMINIUMS s ° S-2 LOW HAZARD PARKING GARAGES � M�F�'L 1) A(I cast in pi�ce cancr�t�:musi be made with Partland eemeat and attain mini- 7} :1It structur.ei memF��rs ar�:shown in their Cnttl p ti �rf�°`tsraeed and sup- e- mum compressi��c atres�gth of 3t7U{}psi atter'_$cia�•s{niinitnum eonipressi��e p�rttd;durikig cc�n�truction it ma��bc necc;ssan to te�n�ararily shore puni�ns of 25767 �'i TYPE OF CONSTRUCTION: stre�gth of�E)b(J psi a['ter 2x da�s for concr:te use€i in slabs). Design haseci up�n the struccun:whil��ther portions are bein`w canstrueted. Contact th�zneineer tor � PLATFORM LIFT TO BE CONTAINED WITHIN THE TYPE 1 ENCLOSED i3[;ILF)I�Ci CE)t3F;RF;Qt IRI;�4I'�;TS E�OR RF.:I�f'taRC:ED Cc�\CRI;'CE(riCI coos�tltation as rcquireti. ` .•'� PARKING GARAGE BUILDING ELEMENT. 318), 19r39. C;uz�crete�1<�cenaent tc�coFtfi>rrn witli`E'onstructiu��Reyuir�nten€s'a� 8) Gener<�I('cmtractc�r is rE;s}�i�s�sib3e tisr a1t nc�n-specilicd cannccticros,contnct c��gi- FS���""•°•°"°� � defineci in.1C1 3I$. AEt cc�r�crete slabs qn�rude nivaK be�m�'i�l�d contrt�l(scorad rteer far cietails as r�quired. '1'he en�in�.er is Ya ap�ro�4 all�tru9tuc�1 su�istitutiqns. c�r cu!)in acrarriaace�3 ith scxiis r�:pc�rl. :1I1 ex�st�seci c�ct};es o�'c��ncrete shall h:�ve i)} Czezreral Ct�ntractc�r is tc�cc�<�rciinate.itt dia�hra�m peneu~atie>ns(i.e.,cl�iittn�ys, FIRE BARRIER: ;<."ch��ntf�r. Coner�te wc�rk shu11 ne>t hatie uny I��>ri•r..c>nt�d cc�ld je>ints unless aEE- piumbing,ser+ers,ete.}throu�i3 fc�c>rs,tivttlls,n�ots and f'nundtttie���u�alls 14�iih a�- PLATFORM LIFT SHAFT ENCLOSURE FIRE RESISTANCE RATING TO tharized h�the enn�in��:r. pr�}�ri�te a�rb-ccxntrr4cte�rs. (�en�raI Crstitractor is respcinsi€�lc ti�f the rs��ans,incth- BE NOT LESS THAN 1 HOUR FOR CONNECTING TWO LEVELS. LIFT ?) Reinfcxx•cing steeE as A�"['tt(irade�0. Rein#'arceme�ti pl�cetnent shat(ec�nCe�x�n tc� ods,techr�iq�ees,seytscnees,pn>cectures,�orkma�tst�ip,seawizal si;hedutin�and DOORS AT EACH LEVEL TO BE ONE HOUR FIRE RATED DOOR ht�'�F;:'ti_f)f�S't;A�LX,1l2t�f>RAC:"i°tC'F;.2t)€�1 as pre��tr�:c3 by C'RSE. r11!la� je�b-site safctb°asscieiutcd uit3�chis prc�jeet. 'i'tie CsenL�ral C'nntract�>r is tc�verify all �, ASSEMBLIES. sp[ices to be n�i�zitnum'�G bar diam�trrs,ali harizantal ce i3�forre�zent tc�lie con- din2ensic�n�and ei�vations�ith t�Ze arc:l�itectural drat�ings. �otilr engi�zecr c�f t�li j tinupus arc�und coeners and a[�Yalt intersectiUns. hlinimum reinforee�nent prc�tec- cc�n{9iets and ntnassions between�.-ariaus elements of the�orkin�dra�vin�s end tion- thc e�cistin�cc�nditicros pric�r tn comme;nci��g�}°ith that��rtic�r�nf the projs�ct. C W SPRINKLER SYSTEM: c -concrete poured a�airtst earth "s'" Cieneral�Gantr�rtor is to inspect rc:inodel prr?,jccts and verif�prior use and pro�rec � THE EXISTING BUILDING CONTAINS A DRY STANDPIPE AUTOMATIC _et,,,�����t,c,ured in forms 2" eiis�cssal c�fexisiin�;�n�tc:rials{i.e,azE?estos,etc.)a.s required t�y cc?de. Identit}ot' �• Q FIRE PROTECTION SYSTEM. COORDINATE AN AUTHORIZED -concrete slabs I" a(I eYistin�hiddei�structuraC�nemb�rs baseci upon plans by�A;v`iA�(�ELO- Q INSTALLATION COMPANY TO EXTEND THIS SYSTEM INTO THE .i) Structural steei shszlt be:�ST'!t A36 c>e better eseept Wide fl�n�es shatt be A99'? DAFII�tAti ARC'I-iI't`ECTS anci CF(ARI.CS L.".I.ECt-[ER c�ated 4-4-8(}. {1� z PROPOSED PLATFORM LIFT SHAFT. PROVIDE A SPRINKLER HEAD AT �r L?�tt�r.Pi�e cvlumns{nc>ted an plans a�pips:,in rnanuat a�HSS r�7un�i}�+°hich 1t))All n�at<rials c;��a�d tc�4xt�rit?rand�r nx�isture cnnc[itions shall be trcated f«r � Y BOTH THE TOP OF THE SHAFT AND AN INTERMEDIATE WALL MOUNT shal[cc�nfarrn t�AS"I'1�1 r15(�tl,GraJ�13{E�y�?ksi}�r bztt�r,tut�e stLel eolumns these ec�nciitrorts(i.e.,ehemi�a(treatmeni.sta'snin�.paintins;.damprc�ofin�,mem- � (nnied on pians as TS,ir�rnanual as}ISS rec:iangutae ar sc�uare)whioh shaE[6e br�nes,flashin�.etc.)�s required 6y c�de� Atl ni�terir�ls t�b�ueaYed t�r proteated � Q LOCATION BELOW PARKING LEVEL TWO. ASt�t#Grad�B(�y=46 ksi')or better,anchor boits and b�lts shal(�e A�Q7 or bet- fc�r tare r�sistance as rec�uir�d bp cc�cf�. �Il new structural steel ancl an}�existing a a- ter. �II strueiural steel is tc�be�tci;tifeci,f.z�ricated.painted and erecte�l in accar- steel i�here ihe exisfinG tire pro�fin�z ahs been removed,shall rec:eive Z"of p�rt- � Z ELEVATOR SPECIFICATIONS: dance�s=ith AISC STEEL Ctj?�STRt;CTtO;�?;4irii�t;AL,26t1>and CC}DE t}F land eement based spray-a�p[ie.�Eire resistive material(SFR�i). � SEE COLORADO CUSTOM, C000765, NATIONAL WHEEL-O-VATOR A 5"i'A�L):�RD i'R�C'1`1C�. Al(aeldin�;tc�be p�rft�rmed h�a c�rtified ueider an�i ll}�tason�} speeiticatians- a!, 0 p DIVISION OF THYSSENKRUPP ACCESS 1:2 ROPED HYDRAULIC eantann to AISC and AVJS STRLICTLIRt1L WELDI'�iG CODE.2000,aI[e[ee- a} IIollo�}�loac�bearing cancrete biack sl�all C�e 8"thick w•ith minimum conzpres- V C'� Q SPECIFICATION SHEET WOV355-VERTICAL PLATFORM LIFT DRAWING ttodes tv bc��-7p�%X. Gt�ut F��;neatl�a(t base piat�s and bc:am E�earin�ptates sive stren�tEf c�Y'2�[}t}psi or l�ettet laid in running bc���ci. The m��rtar is to be Ty��e � Z � shall E�nan-shrinF�epc�xs•��-ith mininrufn?8 dav c�tnpr�ssive strc:ngth of 5€�f�0 S.�ith minimum cube str�n�:th af Z004�psi aFc�r?8�iatis. Th�mortf�r'ss tv Ex:fiee p 0 NUMBER 300331.hrd PAGES 1 THRU 6 DATED 4/23/12. CONTRACTOR TO � J 0 �si. Alt[:p�zxy F'�nchc�rs to be instalIed necor�iine ta n�anufacturer's specificatians afall ae�mixtures,ut�less apprc�veci bp�the en�inec.r. COORDINATE ALL DIMENSIONS AND RESPONSIBILITES, INCLUDING BUT anddcca�Is. t�} R�infurcern�nt shalt t�c:- ; � O NOT LIMITED TO SHAFT CONSTRUCTION, FINISHING DETAILS, �) Cbr:struct met�l swd w-alls as folluws- -t�'ertical-#�bars u;16"ac.centered,da�i�e[to ct�ncrete f�otin�u�iYh:5 m ELECTRICAL SPECIFICATIONS AND OVERSEEING ELEVATOR INSTALLER -Interiar-38 gaDe=�"m�ta[stud���r: 1G"oc{optic>ns sh���non plan} unless nottd dc�tiFC,15'u: I6"o.�.� Z Q AS OUTLINED IN THE ABOVE MENTIONED INSTALLATION r�ihenti�isc. See"Citrt�in�i'a1lrL��ht tsage Stn�ct€ira!Framin��'rvducts .as pre- -f�ani.ontizl-8"E�oncl F�ean�.uich?-#5 rars cvntinuvus at=4'-4"c�,c.and st t�p � z � SPECIFICATIONS IN ADDITION TO ALL LOCAL, STATE AND NATIONAL pared h� DIETRI�F�[�t�(.�:�TItII"S,t'v�`.i�r staadard detaits and s�n�eitications. oi'a1t ualls. Truss-Type,I)t`R-O-G�:�C.[.a€nhe:matitig c{�urses. :�tt harizuz�- � W CODES AND JURISDICTIONS. 5} [.,ivt lc�<uis uscd fc�r desi�n- tat rei��ti�rren�en#is continuc�us art�un�corncrs and intersectii�ns. a � -ltve�f-80 psf snow. e) CirvuF all cclls with n;ir�foreement,sc�iid w°ith t]c�wabte grvut tminimum eom- -l�laor-�f?gsf�residcAzai�al. gressive st�•cc��th��f 25t}f?gst alter 38 da�-s). I'rc�r;icic r�ee�E�c�les ta veri[y com- � J GENERAL CONTRACTOR: _<:,ara�:e-5��sr'�x 30(x)��oii�t inad. pletc grctuting,azici vibrat:,a�rec�uireci ici�rex�nt hi>ne}°co�nhin�. Z ] NEDBO CONSTRUCTION -Wi��c�-9Q mp(�{3�concl gust)r f�x�st�.sure�3. 1�} S��ec.ial i��.s�ecEinn tn be c��mplc,tad bF��tsilcling ai��zcial appror�eci in�pcu:i<>n � J ATTN. GUY CUCCIA -F�zirthquakt-.7.one t`-►�it;. a�e�ic� fu��m:�soztr}�cc�re.structifm and stect fire x�:sisuuice. (n.��ecticrn rc�niYS tn� PO BOX 3419 6) �1l con�ucticyn xntfs�cc�►nplp�=i2h cEie 2t1i)Cl ir�tccr�atic�nal F3uildin�r<�ct��as �re�aree�in nccontance��ith Ti3t.C;h;�pter 17 nn appravect formY.vere3ying com- O � � VAIL, COLORADO 81658 �dontett b�°t13e"1"ezw��c,t�'ail l3uilciin�:Uepansnen'a��d the"t;enrral Cc>nc3iiions c�f` �1i�nce witlk cc�iastructic�i�ciocuinents at�d lx;s�ibtnitted tu the buiIcl;z}�<�f]ici�l for N Q 970 845-1001 the{:c�ntr:�et lor Construction"{F�IA Dncur.�ent;�_01}. :111 ee�nstruction must be rcview and apgreival.cc�pvin;the vwnt,r,�cnc.ral e�ntractor und cn�inc.er. Cnor- } a completed witEiiri thv tnlerances describee�in ih�"Rcside�tial�on;�tructic�n Per- dinata ins{�etions�t•ith g�neral e<>ntractt�r s�that��cial ins�etit�ns can E��(�ri- a farmance Guidclin�s"as prep:ered hy the�.'�TIt)�r1I.�'�SSf3CIt1Ti(?:v£?C �dic raTl�er tl��continu�us. � ELEVATOR INSTALLER&SUPPLIER: itt��tL Bt'tLB�RS. COLORADO CUSTOM LIFTS � M ATTN: BRANDON HUNT GRAND JUNCTION, COLORADO 970 261-1876 f S6 OF 6 0 . . t'V�Y� ; V� - .. ao � �� Y I�`�{.��. .. , . . li. 'RY���� � NyN� L �.��MP�..�� ..� , � ��s� � 2 o�j� . N a��y ao . �, (n N CR � cw or ELECTRICAL SPECIFICATIONS o ��>d � ate ,__r�_ . �--__-� _--. � o D��� 1,� • �.� N N K� A. General Requirements �'�� ,__� —Y'�- ` `��°°'�° GENERAL NOTES: T °� L"� .`° �� SCOPE:Fumish all malarlals and labor rcquired to azewte Ws work ,R��qr�.y�{AND W1RE: � � 0� _ �� �Q N�v � 1,PROVIDE NEVJ CIRCUITS FOR'PANEL SAMAS CLOUDED IN PANEL mntrecGt bnACal work s�all Intlutle,Wlaral�rt1teC to�Nese melor� �-�.� d�liifaFiucroa sizES�are���se.�«+rorw��saraya..�sa _: <a o�a� SCHEDULE. ��qms: coPPPer THW or aluminum XHHW.For sizes qi AWG anE smaller,use �y��p p�(a wp0er xire wi�h 600V insJation,types TW,THHN,or THW-stronded in � V W>.V 2 2.PROVIDE�OCKABLE DISCONNECT FOR ELEVATOR CIRCURS.PROVIDE, Complata w1tMg syslem for new Ig�tllg enE power as shawn, s¢es#8 antl larger,soYO in sizas M10 antl smaler.CanWl wiMg shal be N14, uJ V W 3^S PERMANENT LIGHT AT TOP OF SHAFT.PROVIDE PERMANENT LIGHT AND Mdudng new panelCOards,rrew conEW�s,naw wires,new wMng shandad.Use Djpe THHN(a vAres enteAng or passing through Auorescenl �J S d Z RECEPTACLE IN THE ELEVATOR PIL Eerices,naw contrd AeNCes,etc!or a complete Yghting antl� Nghtlng fixWres.Atl motors shal be wired�tiU wpper contluclors oMy. (Q w�?�5 arM power syslem. B. MC cade pertnX�ad par bcal wdes.Run haM plpe hom pa�wl to bcal 3.COORDINATE ALL INSTALlAT10N RE�UIREMENTS WfTH MANUFACTURER �unttlon box,anE run MC wOb from 7unttion bax�o Cevice. � �3 d Canqate feetler(s)��s����az requiretl Por new antl/or U N O C PRIOR TO CONSTRUCTION. a elec�iical apparaWs as stqwn on 9igb IMe dagram and 13. ELECTRICAL DEVICES � ��p L Erawings. A ConveMen<e receptadas w11 Ea 20 amp,wmmardal gratle �' V��� C. Complete Cranch tlra,i�wiring raquifetl(W Ihe wnnectlon of tleco2 sMe.FlNSh per owner or artl�ltecl A1 tlwe6ng uNt � �C Oi— emeyenry Yghtlng and ezlt slgns�a e�detlng emergenry sland recapWdes Io ba�amper+esls�ant per NEC 408.11. ` �Q�� ' � �y pawer System. B. Llghl switchas wll be 20 am0.�mmert]al groEe, 2. Comple�e proWSion,Inslaqatlon antl conneclion of fghting flztures, tlecOra s�yle.FiNsh per awnar o!arclutecl Q p awt slgns and lamps as spatllled and as shown on drevAngs. C. Dlmming swttches wil ba a Mnlmum of 600W or as noted. m . J. Flro alarm system wM ba Cy elecVkal wniractor. P'oMGa Oecora sMe,flNSh per ownar or erc�XecL a 4. Compiete mnnactlon o(HVAC/Plumdng motor(s),wa�er heater(s), D. M mountlng helghts wiA con(ortn to ADA guldeYnas,Typlcal receptatle aqWpmenl,e�c.WMsh by mechankal•refer Ia boM eleMcal and halghts wip Ce�18'AFF anE sNtch hNghLt wiY be NB'AFF anE mechankal dro�N br sco G work and addMnal Infoo- unless notetl otnerxise. gpq � �a a� E. ProviEe GFI type recap�ades at kilchens,baMroom4 -�������?a,. SUBPANEL � me��' garages.erzteAor elc,aa rapuretl by cotle. �. e'.;".. . 5. ProNtle grountling anC Dontling FatlRtles. 14, SUPPORT �, N '� s l 6. Compkte aY ebclrlcal demoAtlon as reqWretl. h SuppoR all eleclrkal epu{pmant IndepanEant af accesslde celings as f,.�y�'Si$� repuiretl Oy NEC. 7. Care tlnti'ng antl palchrtg of e�dsting CWtlln9 shuctura raquifeE(ar �5. ELECTRICAI BOXES ele trlcal work.Cwe d�rg shal Polow BWWIn9 SIarWaN procedures �' :`•:.::h .; anC tonUaclOr shaN�ave w�ltlen apP�����m bupCing ownar pllor A A�flre 2�eC waY,space dect�cal Coxes at opposi�e siEes of Me waY �i,nyp+ no kss than 24'hotlzantal tlistance, lo sGrt o(any work. 8, W�en phone,N 8 power racepUtles ara shown on plen rrezt to each olher. 8. Test of enWe syslem aM work. Lxate respective receptatlas next to each oUrer on&te vAth iw more Man 1'aeparatlng wver pla�es. 9. Oparatlng,MalMenance antl Itlentlflcatlon Instructlons manuals,M PANEL PANEL PANEL any. SM H1 HZ 10. PERMITS AND FEES:OElain anE pay(or a1 nace5sery pemXts,inspeo 7 tlons,ezaminatlons and fees or charges necessary for axecutbn and L wmpetion ot ekcMcal wark. 750/2 z O 11, REGULAT70NSANDCODES; 0. PppYCade coEes:Natlonal�ecUlc Cotle(2008) � Confoim to Me pravalpng edltlan antl amendments Mereto of tha � Town of Vail Elechlcal CoAe,paNnenl NFPA puENcatlore ' aM[o Me requkamenL4 of Fatleral,Sta�a or oUrer CMy agarMes � (4 M4/0 CU,1#4 CUG)21/2'C haWng�u�ISGCYOn. Q (6#350 CU,1#4 CUG)2 1/1"C v � O HOLYCROSS � � � METER#95677 MAX DEMANO: 251KW MARA7 J J O � 200/3 20013 20013 � � T I I I MOUNTING SURFACE MAMS 200A ML � � SM PANEL I I I PRQIECT:VILLAGE INN ENGINEER: CTL PRQIECT#:11094 VOLTAGE 720ROBV,3P,4W � O TYPE:EXISTING � � AIC: � ��tOK UTILITY u� _ _ _ _ _ _ _ _ PHASE PHASE \ W TRANSFORMER MAIN DISTRIBUTION CENTER��MDC�� DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION / J PAD MOUNTED 1200A� �ZD�Z��V�3P�4W SPASUBPANEL 9844 150 2 1 2 2 30 1700 FREIGHiELEVATOR � ��/� 9844 3 4 1700 4ZI�f1IC SPACE 0 5 8 7 15 1500 FREIGHTELEVATOR � SPACE 0 7 8 0 AC SPACE 0 9 10 0 SPACE SPACE 0 11 12 0 SPACE ELECTRICAL ONE-LINE DIAGRAM SPACE o ,3 ,4 0 SPACE SPACE 0 15 16 0 SPACE sance a n ie 0 SPACE AEC PROJECTtk 12022 NO SCALE NOTE:PROVIDE SHORT CIRCUIT BRACING TO MEET REOUIREMENTS NOTED SPACE 0 19 20 0 SPACE ATONE-4NE,NOTEDAS'AICAVAILABLE'.SERIESRATEDCOMBINATION SPACE 0 21 22 0 SPACE DATE: ISSUE: ACCEPTABLE,SUBMIT MANUFACiURER'S SERIES RATINGS WITH SHOP SPACE 0 23 24 0 SPACE DRAWING REVIEW. 0 25 26 0 06-06-12 PERMIT 0 27 2B 0 0 29 30 0 p 31 32 0 0 33 34 0 0 35 36 0 p 37 38 0 0 39 60 0 p 41 d2 0 o�erm er cmaaa er. CTL AEC LOAD CALCUL4TION SUMMARV CALCUL4TED POWERFACTOR: SPECS 0.86 . . ..... . .. ... . . . . ...... . .. .... . ... .. ... f CONNECTEDLOAD CONNECTEOAMPS DEMANDLOAD DEMANDAMPS LIGHTING o a �. � � �� PANEL & RECEPTACIES 1500 4 1500� 4 MECHANICAL 22688 74 � 27570�. 9� ONE-LINE � KITCHEN 0 0 0�� 0 • TOTAL 24188 78 29070 9A SCALE:NONE � E1 .0 1 of 1 e�w�m/a[c�ra tlMim+F ctlw�Nis