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HomeMy WebLinkAboutB09-0005 Plans'MM M Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www. vailgov. com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant IL Viele Brent Arnold FAX /Email #: brent@vail.net NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: Architect Beth Levine proj# beth @bethlevinearchitect.com 2 Chris Gunion, Building Plans Examiner 01/20/2009 B09 -0005 West Vail Associates 2111 North Frontage Road B VA existing existing The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2008 National Electrical Code as modified and adopted by the Town of Vail. 1 -22 -09 COMMENTS ANSWERED The following comments will need to be addressed prior to issuance of a building permit; For processing: Please submit four com ple t e sets of revised construction documents containina the reauested information with all plan revision items cloud or otherwise identified. Partial Dian sets or loose plan sheets are not accepted. • Please respond in writing to each comment with a response letter stamped and signed by the architect and /or engineer. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please resubmit complete plan revisions, response letter and a Town of Vail transmittal form to the Town of Vail Community Development Office. Please be sure to include on the resubmittal the architect's stamp and or engineer's stamp, signature, registration number and date on all sheets of the plans Comments: Revise plan title blocks to indicate the correct legal address. Vail Das Schone building is 2111 North Frontage Road PLEASE SEE REVISED SHEETS 2 Revise plans to include complete elevation details for the ATM showing compliance with ANSI 117.1 1998 section 707. PLEASE SEE ATTACHED ATM CUT SHEET 3 Revise plans to show complete elevation detail for the depository showing compliance with ANSI 117.1 1998 section 308 TOP OF DEPOSITORY DRAWER TO BE 48" PER ANSI 4 Revise plans to indicate the correct building codes as adopted by Town of Vail. See cover page for a list of those codes. 2003 CODE REFERENCED, SEE SHEET C Include a construction detail for any work proposed to the existing 1 hour floor /ceiling assembly. The plan indicates ceiling soffit and tiles to be "reworked ". THE EXISTING BUILDING STRUCTURE IS CONCRETE, SEE ATTACHED STRUCTURAL LETTER FOR CONCRETE DEPTHS. THE CEILING IS NOT PART OF THE FIRE RATING ASSEMBLE. 6 Include structural plans including both lateral and gravity load analysis for the proposed new openings to be constructed in the existing exterior wall. The structural engineer's letter indicates only a floor loading analysis was performed. SEE REVISED STRUCTURAL LETTER 7 Provide electrical plans, panel schedule and load calculations stamped by a Colorado State Licensed Engineer for the proposed electrical work. Complete requirements can be found in the TOV commercial tenant improvement building permit application guide. PLEASE SEE THE ATTACHED ATM CUT SHEET. THE MACHINE USES 250 WATTS AND WILL BE PLUGGED INTO AN EXISTING OUTLET. http: / /www.vailgov.com /docs /dl forms /Building Permit Commercial Packet .pd Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\ CHRIS \PERMIT.COMMENTS \B09 - 0005 \B09 -0005. DOC structural engineering and design January 21, 2009 Beth Levine Architect, Inc. P.O. Box 1825 Avon, CO 81620 Re: Millennium Bank ATM Job Number 0901 -08 Dear Beth: I have reviewed the specifications and proposed plans you have provided me for the ATM machine and the night depository safe that are to be installed at the entrance to the Millennium Bank at the Vail Das Schone building in west Vail. The units will be installed side -by -side and recessed into the wall over the exterior foundation wall of the building. The weight of the ATM machine will mostly be supported on the floor structure just inside the foundation wall; and the night depository safe will be partially supported on the foundation wall and partially on the floor structure. The ATM machine has a footprint of approximately 2' -4" x 2' -3" and weighs 1457 pounds. The night depository safe has a footprint of approximately 2' -4" x 2' -6" and weighs 1200 pounds. The original structural documents are not available for my review, but I made a visit to the site on 01/14/09 and was able to observe a cross - section of the existing floor structure in the area of the service elevator and the bottom of the structure directly below where the units are to be installed. The floor framing consists of 8" deep precast concrete hollow -core panels with a 2" poured concrete topping slab. The panels span over the lower level and bear on the foundation wall below the proposed new ATM machine and safe. According to the published load tables from the Precast Concrete Institute, these panels have adequate capacity to support and transfer the weight of the units to the foundation. It can also be seen from inside the Ace Hardware store that the floor above is the same type of construction. There are precast concrete columns and beams supporting the hollow -core panels. The exterior wall in which the new openings will be constructed is not a structural wall that provides either lateral or vertical load resistance. Therefore, according to 2003 IBC Section 1614.3 and 2003 IEBC Section 607.4.2, a lateral load analysis is not required. To support the dead load weight of the wall above the openings, I will provide a header specification once the wall has been opened up and we can see what the existing framing consists of. Sincerely, P.O. Box 4572 • Vail, CO 91 B5B • (970) 949 -939 1 • FAX 949 -1 577 KRM Consultants, Inc. " ** . R. � Structural Engineering and Design �,�:�`�� `cy•' 3199 � 411A A •�� F A Sic Nm-� Kimberly R. McGhee, PE, CC P.O. Box 4572 • Vail, CO 91 B5B • (970) 949 -939 1 • FAX 949 -1 577 �'EBO►LDL I a I CALL 1- 800 - 999 -3600 Q w� ww w= 20 J Z J - Z z U) O O z Z U) 2 w- w C9 O a w Of 0 �a LL O LU CL �U O KZ O 'DO N� o; ow <O Z Z I OU N O �U pw w W 0_ rn q O Z w J OPTEVA 760 ADVANCED FUNCTION WALK —UP ATM THROUGH THE WALL 4 HIGH WITH 13mm ( SAFE CONSULT WITH DIEBOLD INSTALLATION /SERVICE BRANCH FOR ADDITIONAL DETAILS AND INFORMATION. PLEASE SEE PLANNING AND SITE PREPARATION GUIDE TP- 820718 -001. 794 (31 %') 13 768 13 ( (30Y ") I -t 62 102 (3Y,") 1 02 0 610 W.O. (24 ") �x m N 610 W.O. 31 31 (247 (167 1 672 FASCIA PLAN VIEW 330mm ( 13 ") MAXIMUM WALL THICKNESS IN AREA OF UNIT 672 FASCIA ( 2s�6 ") Fu °o ® ® ® r OPTIONAL CONSUMER BAR CODE SCANNER (SEE "CAUTION" LABEL) `- SEE WALL OPENING DETAIL FOR RECOMMENDED CLEARANCE REQUIRED AROUND FASCIA. TOP FUNCTION KEY - CARD READER — STATEMENT PRINTER ADVANCED FUNCTION DISPENSER u HHUHT - FROM SIDEWALK LEVEL DEPTH - FROM FRONT EDGE OF BEZEL 63 (2 29 (1Y6•) i W W CL N LL 1�1 c6 N 40 FF-- 191 Z (7 9 HOLD W 68 W �. U) (2"/16 ") NOTE: 776mm (30 MAXIMUM HEIGHT TO BOTTOM OF WALL FOR CANADIAN STANDARDS ASSOCIATION (CSA) REQUIREMENTS. 796mm (31% ") MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. 826mm (32t /2• MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR CENTRE FO ENVIRONMENTS (CAE) REQUIREMENTS. ® TOP FUNCTION CARD READER STATEMENT PRINTER ADVANCED FUNCTION AIR VENTS KEY 330 DISPENSER HEIGHT DEPTH HEIGHT DEPTH HEIGHT DEPTH HEIGHT DEPTH A CS / 1 1197 193 (47 ") (7's ") 1000 152 (39%*) (6 ") 1000 152 (39 8 ") ( ") 851 43 (331i•) (11%6") ADA 1219 ( 193 (7'yls ") 1022 (40Y) 152 ( 1022 (401/4") 207 (8Y6 ") 873 43 (34% ") (11% ") CAE 1247 ( 193 (mss ") 1050 (41 1 152 (6 ") 1050 (41 % ") 207 (8Y6 ") 901 43 HHUHT - FROM SIDEWALK LEVEL DEPTH - FROM FRONT EDGE OF BEZEL 63 (2 29 (1Y6•) i W W CL N LL 1�1 c6 N 40 FF-- 191 Z (7 9 HOLD W 68 W �. U) (2"/16 ") NOTE: 776mm (30 MAXIMUM HEIGHT TO BOTTOM OF WALL FOR CANADIAN STANDARDS ASSOCIATION (CSA) REQUIREMENTS. 796mm (31% ") MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. 826mm (32t /2• MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR CENTRE FO ENVIRONMENTS (CAE) REQUIREMENTS. ® RECOMMENDED SERVICE AREA ® MINIMUM SERVICE AREA AIR VENTS 330 184 (13") A Y" ) N: � N CO n v Z J ^w n J A N V] \ \ O\ 0 \ 00 t^ 6 TION /SERVICE AREA 4 MAX. WALL 330 SUPPORT PLATFORM AS (137 REQUIRED (NOT BY DIEBOLD) HOLD- 343 695 889 MINIMUM ( (35 ") 1038 1000 RECOMMENDED (40 EXTERIOR ELEVATION VET c39� ") VERTICAL SECTION r0 6 LU �U W 2 Z H J W LL _Z _Z z W 00 U) W W 22 ❑ O -� I` W Z �O QU W �O 1 a LL O C W Q a gw e= U =0 � U Zj 20 wt Q; Q aw N Z2 OU Z WF fU ow �m CONDUIT AND JUNCTION BOX REQUIREMENTS 0 25mm (1') METAL CONDUIT FROM ALARM CONTROL CABINET JUNCTION BOX TO 102mm (4') SQ. X 54mm (2Y) DP. JUNCTION BOX (ALL BY E.C.) DIEBOLD TO PROVIDE FLAT COVER WITH TAMPER SWITCH. O WHEN "SECUROMATIC" AFTER HOUR DEPOSITORY IS TO BE CONNECTED TO ATM UNIT, E.C. TO RUN 19mm ()i) METAL CONDUIT FROM 102mm (4 ") SO. X 54mm (2%") DP. JUNCTION BOX TO AFTER HOUR DEPOSITORY. O E.C. TO RUN 19mm (44) LIQUID TIGHT FLEX METAL CONDUIT OR 19mm (4i) RIGID CONDUIT FROM JUNCTION BOX TO CABLE CONNECTING PLATE. ® 19mm ( METAL CONDUIT AND UNSWITCHED ELECTRICAL SUPPLY TO 102mm (4') SO. X 54mm (2/e') DP. JUNCTION BOX WITH RECEPTACLE WITHIN 2,184mm (86 ") OF SIDE CONNECTING PLATE. BOTTOM CONNECTION MUST BE COMPENSATED ACCORDINGLY (ALL BY E.C.) (SEE POWER REQUIREMENTS). &) ' EC. TO SUPPLY COMPATIBLE RECEPTACLE FOR COUNTRY SPECIFIC PLUG -IN CONNECTOR SUPPLIED WITH UNIT. POWER CORD LENGTH 2,184mm (86 ") FROM SIDE OF UNIT. NOTE: JUNCTION BOXES MUST BE LOCATED WITHIN 2184mm (86 ") OF CONNECTING PLATE. ( LENGTH OF ELECTRICAL POWER CABLE PROVIDED WITH UNIT). LOCATE IN AN EASILY ACCESSIBLE AREA BOXES CAN BE FLUSH MOUNTED WITH CONCEALED CONDUIT FOR NEW CONSTRUCTION OR BOXES CAN BE SURFACE MOUNTED WITH EXPOSED CONDUIT FOR EXISTING CONSTRUCTION. PHYSICAL SECURITY THE SECURITY SAFE MEETS THE BANK PROTECTION ACT 82 STAT 295, 12 USC 882, AND MEETS THE ATTACK TEST PER UL 291 -15. THE SAFE DOOR HAS A POSITIVE RELOCKING FEATURE. THE SAFE DOOR SHOULD BE CONTROLLED BY A MINIMUM OF A GROUP 2M UL LISTED COMBINATION LOCK WITH OR WITHOUT KEYLOCKING DIAL CAPABILITY OR OPTIONAL ELECTRONIC LOCK. ALARM PROTECTION THE UL- LISTED SAFE IS EQUIPPED WITH A BASIC ALARM SENSOR PACKAGE. THE BASIC PACKAGE INCLUDES A SAFE DOOR OPEN SWITCH, ALARM SHUNTING SWITCH, AND RATE -OF -RISE HEAT SENSOR BUILDING AIR PRESSURE BUILDING AIR PRESSURE DIFFERENCES AT THE ATM INSTALLATION LOCATION AFFECT THE INFILTRATION OF OUTSIDE AIR AND ACCOMPANY DIRT. THE ATM WILL OPERATE THROUGH ITS FULL RANGE OF FASCIA TEMPERATURES -34° C TO 54° C ( -29° F TO 129° F) WITH ZERO (STATIC) OR POSITIVE AIR PRESSURE DIFFERENTIAL (MEASURED FROM THE INSIDE TO THE OUTSIDE OF THE BUILDING AT THE ATM INSTALLATION LOCATION). IF STATIC OR POSITIVE AIR PRESSURE CANNOT BE MAINTAINED, THE FASCIA LOWER LIMIT TEMPERATURE IS -20° C ( -4° F). THE MAXIMUM NEGATIVE AIR PRESSURE ALLOWED IS 0.05' H2O. POWER REQUIREMENTS THE ATM REQUIRES A SINGLE - PHASE, THREE -WIRE UNSWITCHED POWER RECEPTACLE. WIRING TO THE RECEPTACLE MUST INCLUDE A THIRD -WIRE EARTH GROUND (CONDUIT GROUND IS NOT ACCEPTABLE). THE ATM WILL PROVIDE A POWER CORD WITH A COUNTRY SPECIFIC POWER PLUG. THE POWER SUPPLIED MUST BE AS SPECIFIED BELOW. 1OD -127 VAC (+6%,-10%) 50Hz (t 1 %) SINGLE -PHASE 100 -127 VAC (+6%.-10%) 60Hz (t 1 %) SINGLE -PHASE 200 -240 VAC 410 %) 50Hz (t 1 %) SINGLE -PHASE 200.240 VAC 410 %) 6OHz (t 1 %) SINGLE -PHASE POWER TO THE ATM MUST BE PROTECTED BY A SAFETY QUICK - DISCONNECT DEVICE TO BREAK LINE VOLTAGE (SUCH AS A CIRCUIT BREAKER AT THE ELECTRICAL SERVICE PANEL. THE QUICK- DISCONNECT DEVICE (OR CIRCUIT BREAKER) MUST TURN OFF THE LINE VOLTAGE AT THE FOLLOWING AMPERAGE. 100 -127 VAC (+6 %, -10 %) SERVICE, DISCONNECT AT 20 AMPERES 200 -240 VAC (t10 %) SERVICE, DISCONNECT AT 10 AMPERES THE MODULE BULK POWER SUPPLY AND PROCESSOR POWER SUPPLY WILL PROVIDE POWER CONDITIONING TO PREVENT THE TERMINAL FROM MALFUNCTIONING DUE TO SHORT -TERM AC POWER FLUCTUATIONS AS OUTLINED IN EN61000 -4 -11. POWER USAGF MACHINE STATUS O O HEATER OO O2 HEATER IDLE (NO TRANSACTION) 190 WATTS 690 WATTS 255 WATTS 755 WATTS TRANSACTION (DISPENSE 127mm (5) 127mm (5) 127mm (5) UNSHIELDED POWER LINE OR ELECTRICAL EQUIPMENT OR BULK NOTE) IN PROGRESS 285 WATTS 785 WATTS 375 WATTS 875 WATTS rl"u -I 10IV O PROCESSOR, COLOR LCD CONSUMER DISPLAY, MOTORIZED CARD READER, JOURNAL PRINTER, SOmm THERMAL RECEIPT PRINTER, STANDARD DEPOSITORY AND 4 HIGH AFD. O PROCESSOR, SVD LCD CONSUMER DISPLAY, MOTORIZED CARD READER, JOURNAL PRINTER, 80mm THERMAL RECEIPT PRINTER, IOM, 4 HIGH AFD, SIGNAGE AND BULK NOTE ACCEPTOR. THE POWER USE DEPENDS ON THE NUMBER AND TYPE OF DEVICES PRESENT IN THE ATM, AND THE TYPE OF TRANSACTION THE ATM IS PERFORMING. HEAT OUTPUT CONFIGURATION O 2,677 BTU/HR DISPENSE WITH HEATER 648 BTU/HR IDLE WITHOUT HEATER 02,984 BTU/HR BULK NOTE WITH HEATER 870 BTUMR IDLE WITHOUT HEATER OPERATING ENVIRO SAFE LOCATION 10° C TO 38° C (50° F TO 100° F) RELATIVE HUMIDITY (NON-CONDENSING) 20 TO 80% AT 32° C (9(° F), 20 TO 55% AT 38° C (100° F) FASCIA LOCATION -34° C TO 54° C (.90° F TO 130° F RELATIVE HUMIDITY 15 TO 100% WEIGHT OF UNIT 661kg (1,457 LBS.) SIGNAL CABLE RUN CONSTRAINTS THE FOLLOWING CHART ITEMIZES THE PHYSICAL SPACING REQUIREMENTS OF THE SIGNAL CABLE RUN WITH RESPECT TO OTHER POWER AND ELECTRICAL EQUIPMENT CABLE RUN. aivi I.A 1- 1ALI -A I IVN CONSTRAINTS RELATIVE CARE IS REQUIRED WHEN INSTALLING SIGNAL CABLES IN CONDUITS. UNLIKE POWER AN LIGHTING CABLE, SIGNAL CABLES HAVE SMALL CONDUCTORS AND LIGHT INSULATION AND WILL N( WITHSTAND AS MUCH STRAIN IN INSTALLATION. F-- AIR VIENTS 'I E Im POWER OF ELECTRICAL RUN TYPE OF ELECTRICAL RUN BELOW 2 KVA 23 KVA ABOVE 5 KVA FLUORESCENT, NEON OR INCANDESCENT O V LIGHTING FIXTURES 127mm (5) 127mm (5) 127mm (5) UNSHIELDED POWER LINE OR ELECTRICAL EQUIPMENT 127mm (W) 305mm (12) 810mm (7-0) UNSHIELDED POWER LINES OR ELECTRICAL EQUIPMENT WITH SIGNAL CABLES ENCLOSED IN GROUNDED CONDUIT 84mm ( V-) 152mm (67 305mm (12) POWER LINES IN GROUNDED CONDUIT WITH SIGNAL E Z CABLES IN GROUNDED CONDUIT 30mm (131e) 1 76mm (3) 152mm (6 ") aivi I.A 1- 1ALI -A I IVN CONSTRAINTS RELATIVE CARE IS REQUIRED WHEN INSTALLING SIGNAL CABLES IN CONDUITS. UNLIKE POWER AN LIGHTING CABLE, SIGNAL CABLES HAVE SMALL CONDUCTORS AND LIGHT INSULATION AND WILL N( WITHSTAND AS MUCH STRAIN IN INSTALLATION. F-- AIR VIENTS 'I E Im ga SUPPORT PLATFORM AS REQUIRED (NOT BY DIEBOLD) INTERIOR ELEVATION CAUTION LABEL ``I' LASER RADIATION ,,ice DO NOT STARE INTO BEAM DIODE LASER 1 mW MAX OUTPUT at 635670 nm CLASS II LASER PRODUCT Complies with 21 CFR 1040.10 and 1040.11 Certified in accordance with EN 60825-1 (5%') 38 (20') (13Y) (1 " 1038 (40 ") VERTICAL SECTION 64 1 <., , 51 I (2112 ") (2 ") J W O V � J 0 O E Z N 3: C\ v o m E v ga SUPPORT PLATFORM AS REQUIRED (NOT BY DIEBOLD) INTERIOR ELEVATION CAUTION LABEL ``I' LASER RADIATION ,,ice DO NOT STARE INTO BEAM DIODE LASER 1 mW MAX OUTPUT at 635670 nm CLASS II LASER PRODUCT Complies with 21 CFR 1040.10 and 1040.11 Certified in accordance with EN 60825-1 (5%') 38 (20') (13Y) (1 " 1038 (40 ") VERTICAL SECTION cd LLI w mU J z z U) (0 O O 0) mw z2 LLIo 0 w J Q W �O I- (L U- 0 M w 0 Q 0_ p o� 0 fU O� �y CD W O z J 4� AIEN w CALL 1- 800 - 999 -3600 OPTEVA 760 ADVANCED FUNCTION WALK -UP ATM THROUGH THE WALL 4 HIGH WITH 13mm (''2 ") SAFE SUPPORT PLATFORM AS REQUIRED (NOT BY DIEBOLD) NOTCH REQUIRED IN WALLS OVER 4 91mm QV ") 845 SHOWN (33Y) S U 82 101 (31/ < ") 610 W.O. (4 ") ( ") t - �6�1 W.O. 31 31 ") (1418") ASCIA e) (1 (26 ") PLAN VIEW WALL OPENING DETAIL 610 W.O. Q � p � * 724 �a (28 ") * 57 610W.0, * 57 191 (24 ") (21/4 ") ( 71/2 ") N LINE OF FASCIA WITH MAX. SIGNAGE PANEL - 0 LINE OF FASCIA Z SUPPORT PLATFORM w o AS REQUIRED (NOT BY w DIEBOLD) 330 MAX. WALL IN ") (13 AREA OF UNIT SECTION INTERIOR ELEVATION DETAIL FOR WALLS OVER 191 mm ( 7 330mm (13 ") MAX. WALL THICKNESS IN AREA OF UNIT * PROVIDE VERTICAL AND HORIZONTAL FLAT PLUMB SURFACE AROUND WALL OPENING FOR PROPER INSTALLATION OF THE ATM p � * 724 0 (28 ") * 57 610W.0, * 57 (2�/4 ") (24 ") (21/4 ") N LINE OF FASCIA WITH 0 i SIGNAGE PANEL - cj LINE OF FASCIA 350 (1 � r o z w INTERIOR ELEVATION DETAIL FOR WALLS OVER 191 mm ( 7 330mm (13 ") MAX. WALL THICKNESS IN AREA OF UNIT * PROVIDE VERTICAL AND HORIZONTAL FLAT PLUMB SURFACE AROUND WALL OPENING FOR PROPER INSTALLATION OF THE ATM p � * 724 � (28 ") * 57 610W.0, * 57 (2�/4 ") (24 ") (21/4 ") LINE OF FASCIA WITH 0 i SIGNAGE PANEL - LINE OF FASCIA r N m a * CLEARANCE REQUIRED AROUND WALL J OPENING FOR PROPER INSTALLATION w ~ z OF ATM w 1 _ w EXTERIOR ELEVATION NOTE: 776mm (30Y2 ") MAXIMUM HEIGHT TO BOTTOM OF WALL FOR CANADIAN S ANOARDS ASSOCIATION (GSA) REQUIREMENTS. 796mm (31% ") MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. 826mm (32�"2 MAXIMUM HEIGHT TO BOTTOM OF WALL OPENING FOR CENTRE FO ENVIRONMENTS (CAE) REQUIREMENTS. N uj J a i; a (7 Q a3: y LL �� N = fO n H � � aln 40 (1 %e") 191 F 68 ( ") Z MAX. w w 330 MAX. WA (13 ") LL — — HOLD (13Yz ") VERTICAL SECTION 2 > w w io O 0 O E_ O� SUPPORT PLATFORM AS REQUIRED (NOT BY DIEBOLD) 136 (59e") SHOWN p � o m � 0 0 i r N m a 330 MAX. WA (13 ") LL — — HOLD (13Yz ") VERTICAL SECTION 2 > w w io O 0 O E_ O� SUPPORT PLATFORM AS REQUIRED (NOT BY DIEBOLD) 136 (59e") SHOWN u- 0 d w 0 Q d �o U Z W W <i ZU �O I� O� �y I n 0 z w J IL (4)14mm ( DIA. LEVELING LEG HOLES 2 (4) 22mm ( % -) DIA. FLOOR MOUNTING HOLES 2. ELECTRICAL AND DATA CABLING ENTERS THE ATM THROUGH A CABLE ENTRY OPENING ON THE SIDE OF THE SAFE. CABLES ENTERING THE ATM PASS THROUGH 768 SAFE THE POWER CABLE PLATE WHICH IS ATTACHED TO THE INSIDE WALL OF THE SAFE OVER THE (301/4-) SIDE OR OPTIONALLY FROM UNDER T TM. THE CABLE ENTRY OPENING 35 698 35 IS ON THE RIGHT SIDE OF THE SAFE AS VIEWED FROM THE REAR OF THE ATM. (2712") 465 303 ! (1818 ") (11 e") i 417 i �q R RECOMMENDED SERVICE AREA 1303 (51 X 14 ") 152 794 357 (6 ') (3114') (14 ") PLAN VIEW MINIMUM SERVICE AREA NOTES: 1. RECOMMENDED ANCHOR BOLT SIZE - M2019mm (�4 ") (NOT SUPPLIED WITH ATM) IVU 1 t: SHOWN IS THE MINIMUM/RECOMMENDED AREA REQUIRED FOR INSTALLATION AND SERVICE. DIMENSIONS SHOWN MAY BE INCREASED WHEREVER POSSIBLE TO IMPROVE INSTALLATION AND SERVICE ACCESS. USE OF ANY AREA LESS THAN THE RECOMMENDED AREA MAY RESULT IN AN INCREASE IN INSTALLATION AND SERVICE TIME. CONSULT WITH DIEBOLD INSTALLATION /SERVICE BRANCH FOR SPECIAL BUILDING CONDITIONS. 1604 (63ye ") 453 794 357 (17 e") (31��4 ") ( ") PLAN VIEW RECOMMENDED SERVICE AREA m N 610 W.O. 31 31 (24') 672 FASCIA (1�8") T (26 % ") d1U W.O. 11 31 N 31 (24 ") 672 FASCIA ( le) (2618 ") 1�' le nn i um Project Description New ATM 4 Night Deposit machines will be installed in the Millennium Bank Vail building. The machine faces will be flush vqlth the existing south facade. No new 6RFA requested. 519n Calculations: 51(3n District 2 519n Area Allowed: From Title 11, 519n Regulations: Business Frontage: The perimeter of the building Is: 145 linear feet. ARCHITECT BETH LEVINE ARCHITECT, INC. P.O. Box 1525 Avon, GO 81620 M c126 (P) (CI70) C126-2CIC15 (F) beth@bethle,vinearchitect.com Fowl Business 51gn Area Calculation: (5ectlon. 11-6-5): 0 Cover 5heet 100 Feet plus Equals 50 sq.ft. of allov4able, sign area Al Pion 4 Electrical A2 Elevation One Business 5!gn per public entrance allowed. ew sheet submitted for r� The existing Millennium Business 51gn area Is 56.7 5q.ft. All of the above information v4a5 obtained from the approved ORB application In 2005: ORB050030,03/02/2005 NEW 519n requested: One: 1.5sq.ft. operation sign to be installed above the new ATM and Night Deposit. New sign lettering to match the existing Millennium Letters and one goose neck low wattage light. M 1. Code: 200'5 International Building Code 2. Type of Construction.. \/-A 3. Occupancy: B 114rr&LUKZ jr.-Ir�m permit. M Millennium Bank Vail 2121 North Frontage Rood Nest, #101 Vail, 60 &1657 J.L. Miele Oonstrvrtion, Inc.. 1000 South Frontage Road West, 5ulte 202 Vall, 00 51657 x II sheet. (cl70) 4 (P) (cl70) 4*76 (F) Contact.. Brent Arnold 1. All new construction shall match existing materials and quality of construction except where noted. 2. All building colors and materials to remain L ,he some. 3. All new work to be In accordance with the 2003 International Building Code. 4 — Tfi& - Eanf — ractorshall field verify all dimensions with the existing construction and confirm with the architect and owner. 5. Do not scale drawings 6. ADA Compliance specification attached for the ATM machines specifications. Night Depository to be 48" to top of drawer. U C) U C'4 00 C C) E ' U T P4 0 C) �,6 C Y, �,6 Y 0 U Wow C1 A BETH' EVINE U Y w A EX15TiN6 WALL5 TO REMAIN C = = = = = = EXI5TING WALL TO BE REMOVED NEW HALL5 GENERAL NOTES 1. All interior and exterior fire rated wall assemblies to be maintained. 2. Reuse the existing closet doors and trim. Door hardware to include new dead bolts locks. 5. New ATM and reused depository supplied and specified by owner. 4. Exl5ting carpet and flooring to be cut and tucked under new walls. S. New paint on new walls. Match existing color and sheen. b. Ceiling soffit 51ze and depth and wooden ceiling tiles to be reworked to match the existing layout. 1. Existing sprinkler locations to be confirmed N contractor for compliance with code. Adjust as necessary per code. The existing sprinkler in the closet is to remain. 8, Ceiling in expanded closet to be painted drywall. c{. The floor support for the machines shall be provided by the contractor. ELECTRICAL NOTES 1. Bank security by owner. 2. 5ecurity cameras and wiring, phone and alarm wiring by owner. 5. New closet light to be 2'x 4' surface mounted fluorescent light with new light Switch. 4. New smoke detector in expanded closet. 5. New phone line and 120 volt outlet in closet. b. New exterior light for new ATM sign. SOFFIT ABOVE ENLARGE THE EXI5TING 01 -05ET TO ACCOMMODATE THE NEW ATM 4 RELOCATED DEP051 TORY SMALL CONFERENCE CP1 L OBBY 112 CP1 i 0 12 � 101 EXiSTIN6 DIRECT VENT 6A5 FIREPLACE T-3 1 6 ALIGN EDGE OF NEW WALL WITH WINDOW TRIM, Emm GON5TRUCTION FENCING - ALL 5TA6IN(5 AND STORAGE TO BE IN51DE NEW ATM DEPO51TORY- REU5E FROM EX15TIN6 K105K ALIGN NEW WALL WITH EDGE OF COLUMN RK MOUNTED HEATER N WALL FOYER 5 518* IN I� i I I L ROOF LINE ca 0 �v M. i wal FLOOD'. PLAN $ ELEGTI<? IGAL PLAN 1/4" = V 0 17 -8 `/8 go M . \I TELLER TUBE C) EXTEND EX15TING RAIN DIVERTER 3'-0" OPERATION 516N 1.5 50. FT. MATCH MILLENNIUM BANK LETTERING AND LIGHT a h NOTE: ADA SPECIFIED COMPLIANCE PER MANUFACTOR'5 NOTES ON SPECIFICATION SHEET ATTACHED NEW ATM NEW DEPOSITORY ALIGN BOTTOM OF BOTH MACHINES WITH THE TOP OF THE WAIN500T MILLENNIUM M I 50UTH ELEVATION 1 /4" = V-U"