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Home My WebLink AboutB13-0045 REV2 PLANS APPROVED1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 P: 970.476.6342 F: 970.476.4901 www.vailarchitects.com PIERCE ARCHITECTS VAIL, COLORADO William F. Pierce, Architect Tyson Dearduff, Director of Architecture Kathy Heslinga, Office Manager ARCHITECT'S SUPPLEMENTAL INFORMATION ASI No: 001 Project: Villa Valhalla / Architect’s Project No. 1210 Date: 24 May 2013 Contractor: GE Johnson Owner: Villa Valhalla HOA The work outlined in this document shall be carried out in accordance with the following supplemental instructions. This document is intended to cause no change to the Contract Sum or Contract Time, it is issued as a supplemental clarification to work already included in the Contract Documents. Prior to beginning work, the contractor shall notify the architect, in writing, of any Contract Sum or Contract Time variation, which may be incurred as a result of this document. Description: 1. Miscellaneous Clarifications to the Drawings. Attachments: Revised Sheets dated 17 MAY 2013: G0.0, S2.1, S2.2, A2.3, A2.4, A4.1, A5.1, A5.2, A7.1, A7.2, A8.1, A8.2, E1.1, E1.2, E2.0, E2.1, E2.2, & E2.3. Revised Sheets dated 24 MAY 2013: M1.0, M2.0 INTERIOR LIGHTING COMPLIANCE CERTIFICATE dated 17 May 2013 FC-1 Spec Data Issued: 24 MAY 2013 Accepted: By: Jim Buckner, AIA By: Contractor Date By David Rhoades at 11:38 am, May 29, 2013 B13-0045 * Weight does not include accessories. Fan selection and performance is shown at elevation of 8150 ft. z Unit data is certified in accordance with AHRI-440. z Sound data tested in accordance with AHRI-350-2000. {Total sound power level data based on Horizontal Concealed Plenum Return Model with fan CFM at corresponding motor tap with 115/1/60 volt motor, 4 row coil, 1" throwaway filter, 0.0" external static pressure and standard rated internal pressure losses. z Unit pressure drop and CFM based upon dry coil as required by AHRI-440. z Scheduled motor information is for Hi Speed. z The coil selection has been made at Standard conditions. z Outside Airflow is a user input value for scheduling purposes. Project Name: villa valhalla Ship Cycle: Standard Shipment Line #: 1 Tag: FC-1 Selection Method: Fixed Capacity/Design ESP Elevation: 8150 ft. Selection Date: 5/20/2013 6:26:06 PM Printed Date: 5/20/2013 6:27:03 PM ET Coil Version: 4.28a Notes: This field is for user purposes only and will not transfer to the order form. General Mfg Model Unit Size Unit Capacity Airflow (cfm)OA (cfm)ESP (in.wc)Motor (Hp)Motor RPM Fan Full Load Amps Fan Watts Fan Qty V/P/Hz Motor Speed Weight* (lb)Filter Type Enviro-Tec HLP 60 Standard 1077 0 0.27 (2) 1/6 2 @ 1350 5 522 4 115/1/60 High 144 1" Throwaway Hot Water Coil EAT DB (deg.F)LAT DB (deg.F)Sensible Capacity (Btuh)EWT/LWT (deg.F)Fluid Flow (gpm)Fluid PD (ft.)Fluid Velocity (fps)Air PD (in.wc)CoilRows Coil FPI No. Circuits Tube Wall PctGlycol FluidType 70 102.5 28080 180 / 160 2.90 1.53 2.5 0.02 1 10 2 0.016 in. 30 Water w/ Propylene Glycol Sound Power By Octave Band (dB Re 10-12 Watts) Band 2 3 4 5 6 7 8 Frequency 125 250 500 1000 2000 4000 8000 Total 67 72 70 68 59 54 51 Related Searches: HVAC Technicians HVAC Contractor Heating And Cooling Contractors Air Conditioning Units Save Energy Energy Audit HVAC Schools Central Air Conditioner Heating And Cooling Systems Energy Auditor HVAC System EnergySavingTips Page 1of 1Enviro-Tec -Selection Summary 5/20/2013http://enviro-tec.com/selection/fcu.asp?action=print_selection&lineitemid=1436358&soun... VILLA VALHALLA FC-1 ASI 001 21 MAY 2013 Project Title: Villa Valhalla elevator addition Report date: 05/17/13 Data filename: P:\Current Projects\13009.00 - Villa Valhalla Elevator\Calculations\COMcheck\VILLA VALHALLA.cck Page 1 of 4 COMcheck Software Version 3.9.2 Interior Lighting Compliance Certificate 2012 IECC Section 1: Project Information Project Type: Alteration Project Title : Villa Valhalla elevator addition Construction Site:Owner/Agent:Designer/Contractor: 360 Gore Creek Drive Vail, CO 81658 Section 2: Interior Lighting and Power Calculation A Area Category B Floor Area (ft2) C Allowed Watts / ft2 D Allowed Watts (B x C) elevator lobby (Common Space Types:Lobby)1200 1.1 1320 corridors (Common Space Types:Corridor / Transition)550 0.7 385 Total Allowed Watts =1705 Section 3: Interior Lighting Fixture Schedule A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures D Fixture Watt. E (C X D) elevator lobby ( Common Space Types:Lobby 1200 sq.ft.) Compact Fluorescent 1: Downlights: CFL downlights: Triple 4-pin 26W: Electronic:1 51 26 1326 corridors ( Common Space Types:Corridor / Transition 550 sq.ft.) Linear Fluorescent 1: strip fluor: 25w lamps: 48" T8 25W (Super T8): Electronic:1 2 25 50 Incandescent 1: LED strip: 225LF @1.44w/lf: Incandescent 20W:1 324 1 324 Total Proposed Watts =1700 Section 4: Requirements Checklist Lighting Wattage: q 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wattage: 1705 Proposed Wattage: 1700 Complies: YES Mandatory Requirements: q 2. Dwelling units (complete independent living facilities) within commercial buildings are not required to comply with interior lighting requirements of this code provided that >=75 percent of the permanently installed fixtures other than low voltage lighting contain only high efficacy lamps. q 3. Manual Controls: Each enclosed space has manual lighting control. Remotely located manual controls are labelled for area of service and indicate on/off status. Exception(s): q Security/emergency areas with 24-hour operation. q Stairways/corridors that are means of egress. q 4. Light Reduction Controls: Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Exception(s): q Only one luminaire (lamp < 100 W) in space. Project Title: Villa Valhalla elevator addition Report date: 05/17/13 Data filename: P:\Current Projects\13009.00 - Villa Valhalla Elevator\Calculations\COMcheck\VILLA VALHALLA.cck Page 2 of 4 q An occupant-sensing device controls the area. q The area is a corridor, equipment/store rooms, restrooms, public lobby, elec./mech. room, or sleeping unit. q Areas that use < 0.6 Watts/sq.ft. q Daylight spaces having automatic daylighting controls. q 5. Automatic time switching controls are installed and have an override switching device. The override switching device allows for <= 2 hour operation cycle within spaces <= 5000 sq.ft., manual operation, and is readily accessible and located where the operation of the connected lights are visible or communicated to the switch. Exception(s): q Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security or where lighting is intended for 24-hour operation. q Emergency egress lighting. q Spaces where lighting is controlled with occupancy sensors. q Malls, arcades, auditoriums, single tenant retail spaces, industrial facilities and arenas that are <= 20,000 sq.ft. are permitted exceed the 2-hour operation cycle limit when a captive key device override switch is installed. q 6. Occupant sensors are installed in the following spaces and automatically turn lighting off within 30 minutes of all occupants leaving the space: Classrooms, conference/meeting/training rooms, employee lunch and break rooms, private offices, storage/janitorial rooms, restrooms, and other spaces <= 300 sq.ft. Automatic-on sensors set power on <50 percent power. Exception(s): q Full power automatic-on controls are permitted where manual-on operation would endanger the safety or security of the room or building occupants. q 7. Daylight zones have either individual lighting controls independent from that of the general area lighting that are either manual or automatic and serve zones <= 2,500 sq.ft. Zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Exception(s): q Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. q Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. q 8. Automatic daylight zone controls are capable of reducing power to < 35 percent using continuous dimming ballasts and daylight-sensing controls OR, are capable of automatic power reduction using step-dimming multi-level switching and daylight-sensing controls having at least two control channels per zone and at least one control step in the 50 - 70 percent range and another <= 35 percent of design power. q 9. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. q 10. Separate control device for display/accent lighting, case lighting, task lighting, nonvisual lighting, under-shelf/cabinent lighting, lighting for sale, and demonstration lighting. q 11. Hotel/motel sleeping units and guest suites have control device(s) at the entry door that control all permanent luminaires and switched receptacles. q 12. Exit signs 5 Watts or less per sign. q 13. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exception(s): q Electronic high-frequency ballasts. q Luminaires not on same switch. q Recessed luminaires 10 ft. apart or surface/pendant not continuous. q Luminaires on emergency circuits. Interior Lighting PASSES Section 5: Compliance Statement Compliance Statement: The proposed lighting alteration project represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting alteration project has been designed to meet the 2012 IECC, Chapter 8, requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Stanton Humphries, P.E. 5/17/13 Project Title: Villa Valhalla elevator addition Report date: 05/17/13 Data filename: P:\Current Projects\13009.00 - Villa Valhalla Elevator\Calculations\COMcheck\VILLA VALHALLA.cck Page 3 of 4 COMcheck Software Version 3.9.2 Exterior Lighting Compliance Certificate 2012 IECC Section 1: Project Information Project Type: Alteration Project Title : Villa Valhalla elevator addition Exterior Lighting Zone: 2 (Residentially zoned area) Construction Site:Owner/Agent:Designer/Contractor: 360 Gore Creek Drive Vail, CO 81658 Section 2: Exterior Lighting Area/Surface Power Calculation A Exterior Area/Surface B Quantity C Allowed Watts / Unit D Tradable Wattage E Allowed Watts (B x C) F Proposed Watts entry (Main entry)6 ft of door width 20 Yes 120 104 Total Tradable Watts* =120 104 Total Allowed Watts =120 Total Allowed Supplemental Watts** =600 * Wattage tradeoffs are only allowed between tradable areas/surfaces. ** A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B Lamps/ Fixture C # of Fixtures D Fixture Watt. E (C X D) entry ( Main entry 6 ft of door width): Tradable Wattage Compact Fluorescent 1: sconce: CFL: Triple 4-pin 26W: Electronic:2 2 52 104 Total Tradable Proposed Watts =104 Section 4: Requirements Checklist Lighting Wattage: q 1.Within each non-tradable area/surface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areas/surfaces, total proposed watts must be less than or equal to total allowed watts. Compliance:Passes. Controls, Switching, and Wiring: q 2.All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. q 3.Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. q 4.Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. q 5.All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: q 6.All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Project Title: Villa Valhalla elevator addition Report date: 05/17/13 Data filename: P:\Current Projects\13009.00 - Villa Valhalla Elevator\Calculations\COMcheck\VILLA VALHALLA.cck Page 4 of 4 Exceptions: q Lighting that has been claimed as exempt and is identified as such in Section 3 table above. q Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. q Emergency lighting that is automatically off during normal building operation. q Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2012 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date Stanton Humphries, P.E. 5/17/13 SITE TY P E 1 TY P E 2 TY P E E 1 TY P E E 2 TY P E 3 TY P E 4 TY P E 5 TY P E 6 EX T E R I O R IN T E R I O R 7/ 8 " S T U C C O S Y S T E M BU I L D I N G W R A P / W E A T H E R B A R R I E R 6" C M U 2 1 / 2 " R I G I D I N S U L . ( R - 1 3 . 3 M I N . ) O N Z - F U R R I N G S T R I P S @ 1 6 " O . C . VA P O R B A R R I E R 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D O N M E T A L F U R R I N G EX T E R I O R IN T E R I O R 7/ 8 " S T U C C O S Y S T E M BU I L D I N G W R A P / W E A T H E R B A R R I E R 5/ 8 " O S B S H E A T H I N G 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H R - 2 1 B A T T I N S U L A T I O N VA P O R B A R R I E R 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 1 L A Y E R 5 / 8 " G Y P S U M W A L L B O A R D ( F L U S H W I T H T I L E D E T A I L ) 2 L A Y E R S 5 / 8 " G Y P S U M W A L L B O A R D 6" M E T A L S T U D S @ 1 6 " O . C . W I T H B A T T I N S U L A T I O N 2 L A Y E R S 5 / 8 " G Y P S U M W A L L B O A R D 2 H O U R R A T E D UL D E S I G N : U 4 1 1 2 L A Y E R S 5 / 8 " G Y P S U M W A L L B O A R D 1 1 / 2 " M E T A L C H A N N E L S @ 1 6 " O . C . 6" C O N C R E T E M A S O N R Y U N I T - S E E S T R U C T U R A L 2 H O U R R A T E D UL D E S I G N : U 9 0 6 6" C O N C R E T E M A S O N R Y U N I T - S E E S T R U C T U R A L 2 H O U R R A T E D UL D E S I G N : U 9 0 6 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 2X 4 W O O D S T U D S A T 1 6 " O . C . W I T H B A T T I N S U L A T I O N 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 1 H O U R R A T E D UL D E S I G N : U 3 0 5 GY P S U M P L A S T E R S K I M C O A T W I T H T E X T U R E 7/ 8 " S T U C C O S Y S T E M ( E X I S T I N G ) 8" C O N C R E T E M A S O N R Y U N I T S ( E X I S T I N G ) 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D ( E X I S T I N G ) 1 H O U R R A T E D UL D E S I G N : U 9 0 5 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 2X 6 W O O D S T U D S A T 1 6 " O N C E N T E R W I T H B A T T I N S U L A T I O N 1 L A Y E R 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 1 H O U R R A T E D IB C T A B L E 7 2 1 . 1 ( 2 ) : A S S E M B L Y 1 5 - 1 . 1 3 TY P E E 3 WO O D S I D I N G BU I L D I N G W R A P / W E A T H E R B A R R I E R 1 L A Y E R E X T E R I O R S H E A T H I N G 1 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M B O A R D 5- 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H R - 2 1 B A T T I N S U L A T I O N 2 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 2 H O U R R A T E D UL D E S I G N : U 4 2 3 EX T E R I O R IN T E R I O R TY P E 7 1 L A Y E R 5 / 8 " G Y P S U M W A L L B O A R D 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H B A T T I N S U L A T I O N 1 L A Y E R 5 / 8 " G Y P S U M W A L L B O A R D 1 H O U R R A T E D UL D E S I G N : U 4 1 1 TY P E E 4 WO O D S I D I N G BU I L D I N G W R A P / W E A T H E R B A R R I E R 1 L A Y E R E X T E R I O R S H E A T H I N G 1 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M B O A R D 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H R - 2 1 B A T T I N S U L A T I O N M E T A L F U R R I N G S T R I P S ( T O A L I G N F N I S H F A C E W I T H IN T E R I O R F I N I S H F A C E B E L O W . 1 L A Y E R 1 / 2 " T Y P E " X " G Y P S U M W A L L B O A R D 1 L A Y E R 1 / 2 " T Y P E " X " G Y P S U M W A L L B O A R D ( A L I G N W I T H B E L O W ) 2 H O U R R A T E D UL D E S I G N : U 4 2 3 EX T E R I O R IN T E R I O R TY P E 8 GY P S U M S K I M C O A T A N D T E X T U R E T O A L I G N W I T H E X I S T I N G 1 L A Y E R 5 / 8 " G Y P S U M W A L L B O A R D 7/ 8 " M E T A L C H A N N E L S @ 1 6 " O . C . 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H B A T T I N S U L A T I O N 1 L A Y E R 5 / 8 " G Y P S U M W A L L B O A R D ( A L I G N W I T H E X I S T I N G ) 1 H O U R R A T E D UL D E S I G N : U 9 0 5 RE S I D E N T I A L U N I T CI R C U L A T I O N / L O B B Y RE S I D E N T I A L U N I T CI R C U L A T I O N / L O B B Y TY P E E 5 N O N - L O A D B E A R I N G WO O D S I D I N G BU I L D I N G W R A P / W E A T H E R B A R R I E R 5/ 8 " O S B S H E A T H I N G 1 L A Y E R S 5 / 8 " T Y P E " X ' G Y P S U M W A L L B O A R D 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H R - 2 1 B A T T I N S U L A T I O N TY P E F 1 2" X 2 4 " V E R T I C A L , B E L O W G R A D E ( R V A L U E = 1 0 M I N . ) R I G I D IN S U L A T I O N 8" C A S T - I N - P L A C E C O N C R E T E 2 H O U R R A T E D IB C T A B L E 7 2 1 . 1 ( 2 ) : M A T E R I A L 4 - 1 . 1 CI R C U L A T I O N EL E V A T O R S H A F T 1 TY P E E 4 . 1 WO O D S I D I N G BU I L D I N G W R A P / W E A T H E R B A R R I E R 1 L A Y E R E X T E R I O R S H E A T H I N G 1 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M B O A R D 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H R - 2 1 B A T T I N S U L A T I O N 2 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 2 H O U R R A T E D UL D E S I G N : U 4 2 3 IN T E R I O R TY P E E 4 . 2 2 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M B O A R D 5 1 / 2 " M E T A L S T U D S @ 1 6 " O . C . W I T H S O U N D B A T T I N S U L A T I O N 2 L A Y E R S 5 / 8 " T Y P E " X " G Y P S U M W A L L B O A R D 2 H O U R R A T E D UL D E S I G N : U 4 2 3 1 11 RE F : S T R U C T U R A L RE F : S T R U C T U R A L RE F : S T R U C T U R A L RE F : S T R U C T U R A L 1 1 1 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 G0.0COVER / CODE DATA / WALL TYPESVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTALDRAWING INDEX VI L L A V A L H A L L A C O M M O N A R E A I M P R O V E M E N T S PR O J E C T D I R E C T O R Y AD M I N I S T R A T I V E I N F O . CO D E D A T A CO N S T R U C T I O N D O C U M E N T S AR C H I T E C T : P I E R C E A R C H I T E C T S BI L L P I E R C E , P I C / J I M B U C K N E R . PR O J E C T A R C H I T E C T AD D R E S S 1 6 5 0 E . V A I L V A L L E Y D R I V E , C 1 VA I L , C O L O R A D O 8 1 6 5 7 PH O N E P : 9 7 0 . 4 7 6 . 6 3 4 2 EM A I L B I L L @ V A I L A R C H I T E C T S . C O M / JB U C K N E R @ V A I L A R C H I T E C T S . C O M CO N T R A C T O R : G E J O H N S O N JO H N H A L L O R A N AD D R E S S 4 0 8 0 0 H i g h w a y 6 , S u i t e 8 Av o n , C O 8 1 6 2 PH O N E 9 7 0 . 8 4 5 . 0 2 8 2 M: 9 7 0 . 4 7 1 . 6 0 4 8 EM A I L h a l l o r a n j @ G E J o h n s o n . c o m ST R U C T U R A L E N G I N E E R : B O Y L E E N G I N E E R I N G TI M B O Y L E , P E AD D R E S S 1 6 5 0 F A L L R I D G E R O A D SU I T E PH O N E P : 9 7 0 . 4 7 6 . 2 1 7 0 EM A I L E : b o y l e e n g @ q w e s t o f f i c e . n e t ME C H A N I C A L E N G I N E E R : A E C EL E C T R I C A L E N G I N E E R S T A N H U M P H R I E S AD D R E S S 4 0 8 0 1 H W Y 6 & 2 4 , S T E 2 1 4 AV O N , C O 8 1 6 2 0 PH O N E P : 9 7 0 . 7 4 8 . 8 5 2 0 EM A I L E : s t a n @ a e c - v a i l . c o m DRAWING INDEX Sheet NumberSheet NameCD'SASI 001 G0.0COVER / CODE DATA / WALL TYPES21 MAR 201317 MAY 2013 Job #1593SURVEY20 MAR 2013 S2.1STRUCTURAL21 MAR 201317 MAY 2013 S2.2STRUCTURAL21 MAR 201317 MAY 2013 A0.1DEMOLITION FLOOR PLANS21 MAR 2013 A0.2DEMOLITION FLOOR PLANS21 MAR 2013 A0.3DEMOLITION ELEVATIONS21 MAR 2013 A2.1BASEMENT FLOOR PLAN21 MAR 2013 A2.2FIRST & SECOND LEVEL PLANS21 MAR 2013 A2.3THIRD AND LOFT LEVEL PLANS21 MAR 201317 MAY 2013 A2.4ROOF PLANS21 MAR 201317 MAY 2013 A3.1ELEVATIONS21 MAR 2013 A3.2ELEVATIONS21 MAR 2013 A4.1BUILDING SECTIONS21 MAR 201317 MAY 2013 A5.1ENLARGED FLOOR PLANS21 MAR 201317 MAY 2013 A5.2ENLARGED FLOOR PLANS21 MAR 201317 MAY 2013 A7.1REFLECTED CEILING PLANS21 MAR 201317 MAY 2013 A7.2REFLECTED CEILING PLANS21 MAR 201317 MAY 2013 A8.1EXTERIOR DETAILS21 MAR 201317 MAY 2013 A8.2DOORS & WINDOWS21 MAR 201317 MAY 2013 M1.0MECHANICAL SPECS LEGEND & DETAILS21 MAR 201324 MAY 2013 M2.0HVAC PLANS21 MAR 201324 MAY 2013 E1.0ELECTRICAL SPECS LEGEND & DETAILS21 MAR 2013 E1.1ELECTRICAL ONE-LINE & PANEL SCHEDULES21 MAR 201317 MAY 2013 E1.2ELECTRICAL LOAD CALCS & PANEL SCHEDULES21 MAR 201317 MAY 2013 E2.0BASEMENT ELECTRICAL PLAN21 MAR 201317 MAY 2013 E2.11ST FLOOR ELECTRICAL PLAN21 MAR 201317 MAY 2013 E2.22ND FLOOR ELECTRICAL PLAN21 MAR 201317 MAY 2013 E2.33RD FLOOR ELECTRICAL PLAN21 MAR 201317 MAY 2013 VICINITY MAP CO N S T R U C T I O N T Y P E : I I I - B, F U L L Y - S P R I N K L E R E D OC C U P A N C Y : R - 2 NO A D D I T I O N A L G R F A P R O P O S E D AP P L I C A B L E C O D E S : 20 1 2 I N T E R N A T I O N A L C O D E S In t e r n a t i o n a l Bu i l d i n g C o d e In t e r n a t i o n a l R e s i d e n t i a l C o d e In t e r n a t i o n a l F i r e C o d e In t e r n a t i o n a l Pl u m b i n g C o d e In t e r n a t i o n a l M e c h a n i c a l C o d e In t e r n a t i o n a l F u e l G a s C o d e In t e r n a t i o n a l E n e r g y C o n s e r v a t i o n C o d e In t e r n a t i o n a l P e r f o r m a n c e C o d e f o r B u i l d i n g a n d F a c i l i t i e s 20 1 1 N a t i o n a l E l e c t r i c a l C o d e AD D R E S S : 3 8 4 G O R E C R E E K D R I V E , V A I L , C O 8 1 6 5 7 PA R C E L N U M B E R : 2 1 0 1 - 0 8 2 - 3 8 0 0 - 4 WA L L T Y P E S 1 SECTION A NO SCALE #4 @ 16" O.C. 2 #5 CONT. TOP & BOT 6" 2" #4 @ 16" O.C. 18 18 MC8x8.5 CHANNEL LEDGER WITH 5/8" DIAMETER x 6" EXPANSION BOLTS @ 24" O.C. (STAGGERED)6x6-W2.1xW2.1 WWF 8"2 #5 CONT. 6 18 8"8" 10 " #4 @ 16" O.C. SECTION B NO SCALE #4 @ 16" O.C. 2 #5 CONT. TOP & BOT 6" 2" 8"2 #5 CONT. 6 18 8"8" #4 @ 16" O.C. CUT DOWN EXISTING WALL #5 @ 10" O.C. E.W. 4" SLAB 1/2" EXPANSION MATERIAL 4" 4" EXISTING WALL #4 DOWELS @ 16" O.C.12 18DRILL & EPOXY GROUT SECTION C NO SCALE #4 @ 16" O.C. 2 #5 CONT. TOP & BOT 6" 2" 6x6-W2.1xW2.1 WWF 8"2 #5 CONT. 6 18 8"8" 10 " #4 @ 16" O.C. 4" SLAB 1/2" EXPANSION MATERIAL EXISTING WALL SECTION D NO SCALE #4 @ 16" O.C. 2 #5 CONT. TOP & BOT 6 18 #4 @ 16" O.C. 4" SLAB 1/2" EXPANSION MATERIAL 4" 2" 10 " 4" 4' - 0 " 10 " 6" 6" CMU WALL 6" CIP CONCRETE WALL EXTEND VERTICAL STEEL 12" INTO CMU WALL #4 @ 16" O.C. GROUT CELLS SOLID #6 DUR-O-WALL @ 16" O.C. EDGE OF PAD FLUSH WITH FACE OF WALL AT D/SIM. 3x3x1/4 ANGLE X 6" 3/8" D X 4" EXP BOLT EACH JOIST 3x3x1/4 ANGLE X 6" 3/16"3/16" COPE FLANGE COPE FLANGE 6" CMU SHAFT WALLS, TYPICAL 3 SIDES. PROVIDE #4 @16" O.C. VERTICAL (GROUT CELLS SOLID), AND BOND BEAM AT FLOORS (OR 8' O.C.) WITH 2 #4 CONT. PROVIDE #6 DUR-O-WALL LADDER REINFORCING @ 16" O.C. HORIZONTAL. PROVIDE 3/16" X 6" EMBED PLATE AT NORTH FLOOR EDGE OF SHAFT OPENING, TYPICAL ALL LEVELS, FOR ELEVATOR SILL ASSEMBLY SUPPORT. HSS 10X2X1/4 FOR ALL STAIR STRINGERS TYPICAL DECKING SYSTEM AT LANDINGS 1 C B E A M P O C K E T HSS 10X2X1/4 FOR ALL STAIR STRINGERS ALL STAIR TREADS SHALL BE C12X20.7 WELDED TO STRINGERS TYPICAL DECKING SYSTEM AT LANDINGS MC 8 X 8 . 5 --- -E S2.2--- -F S2.2--- -H S2.2--- -G S2.2 BOT TOP HS S 2 X 2 X 3 / 8 SEE SECTION C FOR TYPICAL CHANNEL TO CHANNEL CONNECTION 10 1 1 1 1 1 CUT BACK EXISTING FOOTING FLUSH WITH FACE OF WALL AT ELEVATOR SHAFT TO PROVIDE COMPLETE SEPARATION BETWEEN NEW AND EXISTING FOOTINGS DSIM. TOW: -2.75" (TOS) TOW: -10.75" STEP TOW MODIFY EXISTING TOW = -2.75" MAX. INTERRUPT FOOTING AS REQUIRED FOR EXISTING PHONE CONDUIT TO REMAIN. 1 1 1 1 1 BEA M POCKE T DRILL & EPOXY GROUT 2 #4 X 24" DOWELS TOP AND BOTTOM. EMBED 6" INTO EXISTING (3 PLACES) ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342 CO M M O N A R E A I M P R O V E M E N T S 38 4 G O R E C R E E K D R I V E VA I , C O 17 MAY 2013 1 - ASI 001 S2.1 STRUCTURAL VI L L A V A L H A L L A - V A I L Pr o j e c t # 1 2 1 0 21 MARCH 2013 PERMIT SUBMITTAL 1/4" = 1'-0"2 FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"3 SECOND/THIRD FLOOR FRAMING PLAN 1/4" = 1'-0"1 FOUNDATION PLAN W6X15 CUT BACK AND SHORE EXISTING RAFTERS. ADD NEW 8" CMU WALL ON TOP OF EXISTING. PROVIDE #4@ 32" O.C. IN NEW WALL. PROVIDE BOND BEAM W/2 #4 CONT. IN TOP OF NEW WALL. EXTEND # 4@ 32" O.C. VERTICAL STEEL DOWN 16" INTO TOP OF EXISTIG WALL& GROUT. (3) - 1 3/4" X 11 7/8" LVL FLUSH HEADER IN TOP OF NEW WALL. LUS210-2 HANGERS BEARING WALLS: EXTEND EXISTING WALLS WITH 550S162-54 STEEL STUDS @ 16" O.C. PROVIDE STANDARD 16 GAUGE TRACK TOP & BOTTOM. CUT OUT EXISTING PURLINS & BEAR BOTTOM TRACK DIRECTLY ON EXISTING WALL TOP PLATE. PROVIDE STIFFCLIP FS125 STRAPS ACROSS JOINT BOTH SIDES OF EACH STUD. 3 S2.2 2 S2.2 5 S2.2 4 S2.2 EXISTING RAFTERS REMAIN IN AREA SHOWN HATCHED. 1 1/2"3"3"1 1/2" 2" 2" ELEVATION PLAN (2) 1/2 DIA X 6" EXP BOLTS PL 1/2 X 4 X 0'-9" HSS 3X3X1/4 1/2" GROUT HSS 3X3X1/4 HSS 10X2X1/4 MC 6X16.3 HSS 2X2X3/8 MC8X8.5 HSS 2X2X3/8 1/4 X 2 X 0'-6" SHEAR TAB 3/16" 3/16"6 3/16" 3/16"2 3/16"3 DETAIL G DETAIL H DETAIL E DETAIL F W10x22 2X6 PLATE - RAMSET TO BEAM @ 16" O.C. W10x22 1/4" END CAP (2) 1/2" DIA. X 3" LAGS (2) ROWS # 12 SCREWS @ 16" O.C. (3) - 550S162-54 STEEL STUDS @ 16" O.C.SECTION A A 2X12 BLOCKING EXTEND EVERY THIRD RAFTER PER PLAN NOTES 2X12 @ 16"O.C.RAFTERS (2) ROWS # 12 SCREWS @ 16" O.C. 550S162-54 OR 350S162.54 STEEL STUDS @ 16" O.C. TREATED 2X6 PLATE CONNECT TO STEEL TOP TRACK WITH (2) ROWS # 12 SCREWS @ 16" O.C. H2.5 HURRICANE CLIP EACH RAFTER EXISTING PLATE ST 6236 STRAP TIE @ 4' O.C. EXISTING PLATES NEW (2)-2X12 @ 12" O.C. CUT OFF EXISTING RAFTERS EXISTING (3)-2X12 @ 4'-0" O.C. EXISTING BEARING WALL 3/4" X 12" LAG EXISTING 2X12 BLOCKING ST 6224 STRAP TIE @ 4' -0" O.C. (2) TLOK06 FASTENERS (TOE - LAGGED)EXISTING 4X16 BEAM NEW (2)-2X12 @ 12" O.C. EXISTING (3)-2X12 @ 4'-0" O.C. A35 FRAMING ANCHOR ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342 CO M M O N A R E A I M P R O V E M E N T S 38 4 G O R E C R E E K D R I V E VA I , C O 17 MAY 2013 1 - ASI 001 S2.2 STRUCTURAL VI L L A V A L H A L L A - V A I L Pr o j e c t # 1 2 1 0 21 MARCH 2013 PERMIT SUBMITTAL 1/4" = 1'-0"S2.2 1 ROOF FRAMING PLANFOUNDATION DETAILS / RE: SHEET S2.1 1 1 1/2" = 1'-0"S2.2 3 STEEL BEAM BEARING - WEST WALL 1 1/2" = 1'-0"S2.2 2 RAFTER CONNECTION - SOUTH WALL 1 1/2" = 1'-0"S2.2 4 RIDGE CONNECTION AT BEARING WALL 1 1/2" = 1'-0"S2.2 5 RIDGE CONNECTION AT BEAM 1 1 1 1 1 DN DN RE F . RE F . RE F . UN I T 1 2 UNIT 11 WOOD FP REMOVE ALL EXISTING METER AND PANEL ENCLOSURES. COORDINATE WITH ELECTRICAL AND UTILITY COMPANIES AS REQUIRED. REFER TO ELECTRICAL. UN I T 2 UN I T 1 UN I T 4 UN I T 3 FI R E P L A C E FI R E P L A C E WI N D O W S E A T DE C K DE C K DE C K DE C K RE M O V E A L L E X I S T I N G S T A I R S A N D FL O O R F R A M I N G I N C I R C U L A T I O N AR E A , T Y P I C A L A L L L E V E L S RE M O V E A L L E X I S T I N G S T E P S , PL A N T E R S , A N D S T O N E W A L L S AG A I N S U N I T 2 D E C K RE M O V E A L L E X I S T I N G D E C K RA I L I N G S A N D P L A N T E R B O X RA I L I N G S , T Y P I C A L . ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.1DEMOLITIONFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 BA S E M E N T L E V E L - D E M O L I T I O N 3 / 1 6 " = 1 ' - 0 " 2 FI R S T L E V E L - D E M O L I T I O N REF.REF. RE F . RE F . RE F . 58'-4" 4' - 0 " 18 ' - 9 1 / 2 " 16'-0" 58 ' - 0 3 / 4 " 16'-6 1/2"10'-8 1/2"11'-1" 5'-11" 8'-11" 12'-10 1/2" 4'-7"36'-8 3/4" 3'-8 1/4" 13'-4" 8' - 0 1 / 2 " 5'-1" 4' - 7 1 / 4 " 13 ' - 8 1 / 2 " 4'-0 1/4"1'-2"2'-10 1/4" 3' - 1 " 3'-1"5'-1" 5'- 1 " 5' - 1 " UN I T 6 UNIT 5 UN I T 8 C R UNIT 7B FI R E P L A C E DECK DE C K DECK DE C K UNIT 7A UN I T 8 C 3'-0" op e n s t a i r t o l o f t wood ships ladder to loft above 4' - 9 1 / 2 " 11'-6 1/4" UN I T 1 0 UN I T 9 FI R E P L A C E DE C K DE C K KI T C H E N CI R C U L A T I O N 30 1 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.2DEMOLITIONFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 SE C O N D L E V E L - D E M O L I T I O N 3 / 1 6 " = 1 ' - 0 " 2 TH I R D L E V E L - D E M O L I T I O N FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0"Mechanical -11' - 0"9'-0"9'-0"REMOVE EXISTING PARTITION AND STOREFRONT. SEE PLANS WOOD SIDING AREA SHOWN ONTHESE ELEVATIONS IS EXISTING STUCCO. PREP ALL AREAS FOR INSTALLATION OF WOOD SIDING OVER STUCCO. RE M O V E A L L E X I S T I N G E X T E R I O R D E C K RA I L I N G S T R U C T U R E S , T Y P . 17'-0"5'-1"PIT -13' - 0"LIVING -1' - 0" FI R S T L E V E L 0" SE C O N D L E V E L 9' - 0 " BA S E M E N T L E V E L -9 ' - 0 " TH I R D L E V E L L O F T 26 ' - 8 1 / 2 " TH I R D L E V E L 18 ' - 0 " Me c h a n i c a l -1 1 ' - 0 " LI V I N G -1 ' - 0 " FI R S T L E V E L 0" SE C O N D L E V E L 9' - 0 " TH I R D L E V E L L O F T 26 ' - 8 1 / 2 " TH I R D L E V E L 18 ' - 0 " PR E P E X I S T I N G A R E A O F S T U C C O FO R N E W W O O D S I D I N G , T Y P . RE M O V E S K Y L I G H T . S E E SP E C S LI V I N G -1 ' - 0 " FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0"Mechanical -11' - 0"REMOVE EXISTING PARTITION AND STOREFRONT.SEE PLANS PR E P E X I S T I N G A R E A O F ST U C C O REMOVE ALL EXISTING EXTERIOR DECK RAILING STRUCTURES, TYP.21'-9"5'- 0 " PIT -13' - 0"LIVING -1' - 0" 1 / 8 " = 1 ' - 0 " 1 Ex i s t i n g E a s t E l e v a t i o n 1 / 8 " = 1 ' - 0 " 4 Ex i s t i n g N o r t h E l e v a t i o n 1 / 8 " = 1 ' - 0 " 2 Ex i s t i n g S o u t h E l e v a t i o n 1 / 8 " = 1 ' - 0 " 3 Ex i s t i n g W e s t E l e v a t i o n ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A0.3DEMOLITIONELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL UP UP UN I T 1 2 UNIT 11 WOOD FP 2 A4 . 1 1 A4 . 1 CI R C U L A T I O N 00 1 ELEVATOR SHAFTEXISTING GCE MECHANICAL EX I S T I N G G C E LO C K E R S A5 . 11 RE P L A C E E X I S T I N G H A L L W A Y DO O R S W I T H 2 0 M I N R A T E D D O O R S AN D F R A M E S , T Y P I C A L RE P L A C E E X I S T I N G D O O R W I T H 6 0 MI N U T E R A T E D D O O R A N D F R A M E . 5'-9" 7' - 9 " SK I & B I K E ST O R A G E 00 3 3 / 1 6 " = 1 ' - 0 " 1 BA S E M E N T L E V E L ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.1BASEMENTFLOOR PLANVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL RE F . R E F . RE F . RE F . UP DN DN DNREF. RE F . RE F . UP DN UN I T 6 UN I T 5 UN I T 8 C R UN I T 7 B FI R E P L A C E DE C K DE C K DE C K DE C K UN I T 7 A UN I T 8 C op e n s t a i r t o l o f t wo o d s h i p s la d d e r t o l o f t ab o v e 2 A4 . 1 1 A4 . 1 CI R C U L A T I O N 20 1 4 A8 . 1 5 A8 . 1 A5 . 2 1 HA L L 20 2 20 2 20 3 3 A8 . 1 HA L L 20 3 UN I T 2 UNIT 1 UN I T 4 UNIT 3 FI R E P L A C E FI R E P L A C E DECK DE C K DECK DE C K LIVINGENTRYHALLKITCHENLAUNDRYCLOSETBEDROOMBATHBATHBEDROOMCLOS.CLOS.ENTRY HALL LI V I N G KITCHEN ST O R A G E BE D R O O M BA T H BA T H BEDROOM CL O S E T C L O S . C L O S . LIVINGKITCHENBEDROOMBEDROOMBATHSHWRLAUNDBATH LI V I N G BE D R O O M BE D R O O M CL O S C L O S ST O R A G E CLOS CL O S 2 A4.1 1 A4 . 1 CIRCULATION ELEVATOR A5 . 1 2 HALL HA L L E1 0 1 E102 -- -- 3 / 1 6 " = 1 ' - 0 " 2 SE C O N D L E V E L 3 / 1 6 " = 1 ' - 0 " 1 FI R S T L E V E L ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A2.2FIRST &SECOND LEVEL PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL DN REF. UN I T 1 0 UNIT 9 UN I T 8 L O F T UNIT 7 LOFT FI R E P L A C E DECK DE C K OP E N R A I L I N G AN D S T A I R OP E N T O SE C O N D LE V E L B E L O W walls at 2'-0" AFF of loft LO F T BE D R O O M BA T H BEDROOM LO F T 2 A4.1 BE D R O O M B E D R O O M B E D R O O M CLOSET BEDROOM LIVING KITCHEN LI V I N G KITCHEN W/ D DR Y S A U N A S T O R A G E 1 A4 . 1 CI R C U L A T I O N 30 1 ELEVATOR A5 . 2 2 UN I T 1 0 L O F T UN I T 9 L O F T op e n w i t h i r o n ra i l i n g OP E N T O B E L O W OP E N T O B E L O W LO F T VA U L T E D BE D R O O M CE I L I N G 2 A4 . 1 BE D R O O M CL O S E T BA T H UN I T 9 UN I T 1 0 1 A4 . 1 AT T I C OP E N B E L O W OP E N T O C I R C U L A T I O N B E L O W E5 E4 8 E3 3 2 1 3 WA L L T Y P E E 4 . 1 ( N E W BE A R I N G W A L L S P E R S 2 . 2 FO R D O R M E R A D D I T I O N ) . AL I G N G Y P B O A R D W I T H IN T E R I O R F A C E O F U N I T . WA L L T Y P E E 4 . 2 (N E W B E A R I N G WA L L S P E R S 2 . 2 F O R DO R M E R A D D I T I O N ) 1 1 RI D G E L I N E 3 / 1 6 " = 1 ' - 0 " 1 TH I R D L E V E L 3 / 1 6 " = 1 ' - 0 " 2 LO F T L E V E L P L A N ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A2.3THIRD AND LOFT LEVEL PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL PLAN / APPROXIMATE30'-9 1/2"PLAN / APPROXIMATE12'-1 1/2" EX I S T I N G R O O F R E M O V A L A R E A RE M O V E E X I S T I N G S K Y L I G H T 2 A4 . 1 1 A4 . 1 NE W S T A N D I N G S E A M R O O F I N G SH E D D O R M E R A D D I T I O N W I T H B A T T IN S U L A T I O N B E T W E E N R A F T E R S A N D RI G I D I N S U L A T I O N O V E R R O O F D E C K . SE E S T R U C T U R A L . NE W S K Y L I G H T ( U F A C T O R = 0. 5 5 M A X / S H G C = 0 . 4 0 ) . A L I G N OV E R E X I S T I N G O P E N I N G A N D PR O V I D E P E R I M E T E R F R A M E D EN C L O S U R E B E T W E E N EX I S T I N G ( T O R E M A I N ) A N D NE W R O O F S T R U C T U R E 1 1/4" / 12" NE W M E T A L R O O F C R I C K E T O V E R EX I S T I N G R O O F I N T E R S E C T I O N 3' - 3 1 / 2 " 4' - 0 " 4' - 0 " RA F T E R L A Y O U T - S E E S T R U C T U R A L 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3'- 3 1 / 2 " E4 E5 E3 VERIFY TO MATCH EXISTING OPENING 13'-1 1/4" 3'- 6 " O. H . 1' - 6 " O.H. 2'-1 1/4"O. H . 1' - 6 " 1 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A2.4ROOF PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 RO O F P L A N - D E M O L I T I O N 3 / 1 6 " = 1 ' - 0 " 2 RO O F P L A N FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0" 1 A4 . 1 1 A8 . 1 4 A8 . 1 5 A8 . 1 NEW SHED DORMER ADDITION REPLACE DOORS/WINDOWS SHOWN CROSSHATCHED, TYP.NEW STOREFRONT / ENTRY DOOR EX I S T I N G S T O N E B A S E W I T H C A P T O RE M A I N NE W R A I L I N G S A T D E C K S A N D P L A N T E R B O X E S , T Y P I C A L . SE E D E T A I L S . 3 A8 . 1 82 1 0 . 1 0 ' 82 1 9 . 7 5 ' 5 " / 1 2 " UN I T 2 UN I T 6 UNIT 4UNIT 8 UN I T 1 2 UN I T 1 0 3'-9" 23'-4" 2 A8 . 1 LIVING -1' - 0"FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0"ROOF 42' - 0" 1 A4 . 1 NE W S H E D D O R M E R A D D I T I O N NE W S T O R E F R O N T / E X T E R I O R D O O R PA I N T E X I S T I N G S T U C C O C H I M N E Y S UN I T 3 UN I T 7 UNIT 1UNIT 5UNIT 9 UNIT 11LIVING-1' - 0" 3 / 1 6 " = 1 ' - 0 " 3 We s t E l e v a t i o n ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A3.1ELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 Ea s t E l e v a t i o n FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0"3X6 WOODTRIM (AND WIDER WHERE SHOWN UP TO BELLY BANDS) AROUND ON ALL DOORS AND WINDOWS, TYPICAL EXISTING STONE BASE TO REMAIN RE P L A C E W I N D O W S SH O W N C R O S S H A T C H E D , TY P . UN I T 2 UN I T 5 UN I T 1 UN I T 6 UN I T 1 1 U N I T 1 2 UN I T 9 U N I T 1 0 FIRST LEVEL 0"SECOND LEVEL 9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0" (4 ) N E W 2 4 " X 4 8 " F I X E D WI N D O W S NEW SHED DORMER ROOF WITH VERTICAL SIDING ON (3) WALLS RE P L A C E E X I S T I N G W I N D O W S SH O W N H A T C H E D , T Y P I C A L . RAFTER TAILS TO MATCH EXISTING DESIGN. SEE STRUCTURAL.NEW DECK RAILINGS,TYPICAL. SEE DETAILS ON SHEET A8.1 UN I T 4 UN I T 8 UN I T 3 UN I T 7 UNIT 1UNIT 5UNIT 9ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO A3.2ELEVATIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 2 No r t h E l e v a t i o n 3 / 1 6 " = 1 ' - 0 " 1 So u t h E l e v a t i o n FIRST LEVEL 0"SECOND LEVEL 9' - 0"BASEMENT LEVEL -9' - 0"THIRD LEVEL LOFT 26' - 8 1/2"THIRD LEVEL 18' - 0"2 A4.1 ELEVATOR PIT -13' - 0"SKI & BIKE STORAGE 003CIRCULATION101CIRCULATION201CIRCULATION301E4E2E5E2 FI R S T L E V E L 0" SE C O N D L E V E L 9' - 0 " BA S E M E N T L E V E L -9 ' - 0 " TH I R D L E V E L L O F T 26 ' - 8 1 / 2 " TH I R D L E V E L 18 ' - 0 " Me c h a n i c a l -1 1 ' - 0 " 1 A4 . 1 CI R C U L A T I O N 20 1 CI R C U L A T I O N 10 1 NE W R O O F S H E D D O R M E R O V E R EX I S T I N G B U I L D I N G . P R O V I D E R - 38 B A T T I N S U L A T I O N B E T W E E N RA F T E R S A N D 2 . 5 " R I G I D IN S U L A T I O N ( S I P ) O V E R R O O F DE C K P E R S T R U C T U R A L . T O T A L R V A L U E = 4 9 M I N . R O O F I N G T O MA T C H E X I S T I N G . EX I S T I N G R O O F / C E I L I N G A S S E M B L Y AN D S T R U C T U R E T O R E M A I N CI R C U L A T I O N 30 1 2' - 0 " 8 E3 LI V I N G RE P L A C E M E N T F L O O R A N D ST R U C T U R E A T A L L CI R C U L A T I O N / L O B B Y A R E A S . SE E S T R U C T U R A L NE W S K Y L I G H T ( U F A C T O R = 0 . 5 5 M A X / S H G C = 0 . 4 0 O R BE T T E R ) . A L I G N O V E R E X I S T I N G O P E N I N G A N D PR O V I D E P E R I M E T E R F R A M ED E N C L O S U R E B E T W E E N EX I S T I N G ( T O R E M A I N ) A N D N E W R O O F S T R U C T U R E 7'-11" RAFTER BRG 13'-8" 1 1/4" / 12"1 1 SU S P E N D E D CE I L I N G 1 1 MA T C H E X I S T I N G R A F T E R T A I L EN D S A N D E A V E T R I M D E T A I L . 1 1. 5 " D I A . W O O D H A N D R A I L . RO U T E B O T T O M . F A S T E N FR O M B E L O W W I T H SC R E W S T H R O U G H 3 / 1 6 " ST E E L P L A T E A T 2 4 " O . C . (P L A N D I M . ) 1/ 4 " P A I N T E D P L A T E ME T A L B A L U S T E R S AT 2 " A N D 4 " O . C . PE R P R O F I L E . 3'-0" 1/ 4 " B O T T O M P L A T E . WE L D T O B A L U S T E R S AN D S T R I N G E R 1/ 4 " P L A T E A T 2 ' - 0 " O . C . BE T W E E N E V E R Y 5 T H P A I R OF B A L U S T E R S 1/ 4 " C O N T . T O P P L A T E PA I N T E D M E T A L T U B E ST R I N G E R ( A N D LA N D I N G F R A M E S ) . SE E S T R U C T U R A L CO N C R E T E F I L L E D ME T A L T R E A D S , CA R P E T C O V E R E D WI T H N O S I N G . 4"2"3"3 3/4"MIN.11"7" MAX 1 1 / 2 " 2" TO P O F S T A I R N O S I N G 1'-0" 7' 8 " RA D 3'-0"2'-0"3'-7"1'-0"1 0 "TYPICAL RAIL EXTENSION AT TOP LANDINGS,TYPICAL.1/2"1 1 1/ 2 " E A S I D E OPEN GUARDRAIL AT STAIRS AND LANDINGS 3'-7" 1 1/2" WO O D T O P R A I L - M A T C H TR I M S P E C I E S A N D ST A I N . R O U T E B O T T O M . 3" 1/ 4 " P L A T E O R R O D ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A4.1BUILDINGSECTIONSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " A4 . 1 1 LO B B Y L E N G T H 3 / 1 6 " = 1 ' - 0 " A4 . 1 2 NE W R O O F A N D L O B B Y 1 " = 1 ' - 0 " A4 . 1 3 TY P I C A L O P E N S T A I R R A I L I N G / G U A R D R A I L D E T A I L A N D P R O F I L E UP UP DN DN RE F . RE F . ELEVATOR SHAFTCIRCULATION001HALL002BSKI & BIKE STORAGE 0030031'-2"EXISTING GCE LOCKERSEXISTING GCE MECHANICAL G02G01U11U12UNIT 12 NO WORK IN THIS UNITUNIT 11 NO WORK IN THIS UNIT NO W O R K I N T H I S R O O M SEE MEP DRAWINGS 1 233HALL002A002CLEAR5'-9"CLEAR7'-9"(EXIST)4'-7"444 44 WA L L - M O U N T E D H A N D R A I L WI T H E X T E N S I O N S A T LA N D I N G S , T Y P I C A L 11" (TREAD) 1'- 0 " E001 CO N T I N U O U S H A N D R A I L A T RE T U R N , T Y P I C A L PUSH BUTOON OPENER ON EXISTING COLUMN (VERIFY PER OWNER PREFERENCE) 7'-3"8" F1 3'-9" T. O . W . - 2 . 7 5 " T. O . W . - 1 0 . 7 5 " MODIFY EXISTING WALL TO T.O.W.=-2.75" MAXIMUM. AL I G N F A C E O F N E W CO N C R E T E W I T H E X I S T I N G TO P R O V I D E F L U S H W I T H ST U C C O F I N I S H F A C E O F WA L L A B O V E F I R S T L E V E L . 2" R I G I D IN S U L A T I O N A T FO U N D A T I O N WA L L D O W N TO F O O T I N G . WA L L S T E P BOOT DRYER RACKBOOT DRYER RACK 1 1 1 1 1 1 1 1 1 2 A4 . 1 11'-7 1/4" CL E A R 7' - 9 " CLEAR 5'-9" AL I G N N E W F U L L - H E I G H T WA L L W I T H E X I S T I N G AD J A C E N T W A L L F A C E CI R C U L A T I O N 10 1 EL E V A T O R E0 1 HA L L 10 3 HA L L 10 2 4' - 7 1 / 4 " 9'-2 1/4" 1' - 0 " 8' - 0 " NE W S T A M P E D CO N C R E T E A N D LA N D I N G S O V E R CO N C R E T E P A D W I T H RE I N S T A L L E D S N O W - ME L T S Y S T E M . 6'-6" 8'-10 3/4" NE W F U L L - HE I G H T W A L L . SE E E L E V A T I O N S 10 2 E1 0 1 E1 0 2 CP T TI L E U0 2 U0 1 UN I T 2 NO W O R K I N T H I S U N I T UN I T 1 NO W O R K I N T H I S U N I T S0 2 S0 1 A8 . 2 3 TYPICAL HALL / DOOR A8 . 2 1 A6 . 1 1 1 3" GAP 10 " 2 3 3 E1 A8 . 2 2 E2 22 ' - 2 1 / 2 " 5 6 6 4 6 6 4 5 5 66 6 64 4 A8 . 2 4 EL E V A T O R OP E N I N G TR I M 2'-7" UN I T 3 NO W O R K I N TH I S U N I T 1 1 1 1'- 0 " GU A R D R A I L A T S T A I R O P E N I N G (W I T H O U T H A N D R A L ) , T Y P I C A L P E R DE T A I L 3 / A 4 . 1 . T I E I N T O T O P O F ST A I R H A N D R A I L A T L A N D I N G . 1 AR E A N . I . C . UN I T 4 NO W O R K I N TH I S U N I T U0 3 NE W S T U D W A L L S EX I S T I N G W A L L S WA L L L E G E N D NE W C O N C R E T E NE W C M U W A L L S FI N I S H L E G E N D / S P E C S : CP T - 1 : J + J I n v i s i o n . " M i n i m a l i s t Mo d u l a r " , C O L O R 1 4 8 1 - " S I M P L I C I T Y " . Br o a d l o o m C a r p e t PA I N T / P - 1 : M a t c h M S L 0 8 0 " B U R LA P " ( M A R T H A S T E W A R T L I V I N G ) PA I N T / P - 2 : M a t c h B E N J A M I N M O O R E " S U P E R W H I T E " T- 1 : C A P C O . L E A V E S S U N D A N C E G L A Z P R C , R X L E V 7 1 8 . MI X O F 1 2 X 1 2 , 1 2 X 2 4 , & 1 8 X 1 8 . G R O U T : # 4 5 " S U M M E R WH E A T " B Y C U S T O M B U I L D I N G P R O D U C T S . T- 2 : S T I L E 2 " M E T A L L I C A " S E R I E S , B R O W N 1 2 X 2 4 1 / 2 B O N D LA Y O U T . G R O U T : # 9 5 " S A B L E B R O W N " B Y CU S T O M B U I L D I NG P R O D U C T S . MA N U F : S T A N D A R D O R S E L E C T E D V I A S H O P D R A W I N G S ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A5.1ENLARGEDFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 1 / 4 " = 1 ' - 0 " 1 BA S E M E N T L E V E L - E N L A R G E D P L A N 1 / 4 " = 1 ' - 0 " 2 FI R S T L E V E L - E N L A R G E D P L A N Ro o m F i n i s h S c h e d u l e Ro o m Nu m b e r Ro o m N a m e Fi n i s h Comments Fl o o r B a s e W a l l C e i l i n g 00 1 C I R C U L A T I O N C P T - 1 B - 1 P - 1 P - 2 00 2 A H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 00 2 B H A L L C P T - 1 B - 1 P - 1 P - 2 00 3 S K I & B I K E S T O R A G E S E A L E D C O N C R E T E 4 " V I N Y L P - 2 P - 2 10 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 10 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 10 3 H A L L D E L E T E D D E L E T E D D E L E T E D D E L E T E D D E L E T E D S C O P E 20 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 20 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 20 3 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 30 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 30 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S E0 1 E L E V A T O R T - 2 M A N U F M A N U F M A N U F NO T E S 1. P R O V I D E 5 / 8 " G Y P B O A R D O V E R E X I S T I N G S T U C C O S U R F A C E S I N C I R C U L A T I O N S P A C E . 2. R E M O V E A L L E X I S T I N G W O O D P A N E L I N G A N D P R O V ID E 5 / 8 " G Y P B O A R D O V E R E X I S T I N G G Y P B O A R D SURFACES ON COMMON SIDE OF HALL PARTITIONS. 2. P R O V I D E L E V E L 3 F I N I S H L E V E L F O R A L L G Y P B O A R D W T I H H E A V Y KN O C K - D O W N T E X T U R E . 1 1 REF.REF.REF.UP DN RE F . 2 A4.1 1 A4 . 1 CIRCULATION 201HALL202 HALL 203202203U05U06TILECPTCPTTILE U07 U08UNIT 6 NO WORK IN THIS UNITUNIT 5 NO WORK IN THIS UNIT UNIT 7 NO WORK IN THIS UNIT UN I T 8 NO W O R K I N TH I S U N I T 2 A6.1S06S05 A8.23TYPICAL HALL / DOOR A8 . 2 1 A8.22 E21 2 33 S08S074 7 E1 6644 6 5555 666ELEVATOR11 1 OP E N B E L O W CI R C U L A T I O N 30 1 EL E V A T O R HA L L 30 2 CP T TI L E U0 9 U1 0 UN I T 1 0 NO W O R K I N T H I S UN I T UN I T 9 NO W O R K I N TH I S U N I T S1 0 S0 9 30 ' - 5 3 / 4 " 2 3 3 1 E5 E4 E3 4 4 6 6 6 30 2 5 5 6' - 5 1 / 2 " 4'-10 1/4" AIR GAP 2" 10 " E L E C T . S H A F T 5'-9" 11'-8" CO O R D W / E L E C T S H A F T 13 ' - 4 1 / 2 " 4'-6 3/4" GU A R D R A I L ( W I T H O U T H A N D R A L ) AT L E V E L S 2 A N D 3 D E C K E D G E S , TY P I C A L P E R D E T A I L 3 / A 4 . 1 . T I E I N TO T O P O F S T A I R H A N D R A I L A T LA N D I N G . 1' - 0 " 4'- 2 1 / 2 " 1 NE W S T U D W A L L S EX I S T I N G W A L L S WA L L L E G E N D NE W C O N C R E T E NE W C M U W A L L S 18 X 1 8 12 X 1 2 12 X 2 4 12 X 2 4 , T Y P . DO O R E N T R Y S I D E FI N I S H L E G E N D / S P E C S : CP T - 1 : J + J I n v i s i o n . " M i n i m a l i s t Mo d u l a r " , C O L O R 1 4 8 1 - " S I M P L I C I T Y " . Br o a d l o o m C a r p e t PA I N T / P - 1 : M a t c h M S L 0 8 0 " B U R LA P " ( M A R T H A S T E W A R T L I V I N G ) PA I N T / P - 2 : M a t c h B E N J A M I N M O O R E " S U P E R W H I T E " T- 1 : C A P C O . L E A V E S S U N D A N C E G L A Z P R C , R X L E V 7 1 8 . MI X O F 1 2 X 1 2 , 1 2 X 2 4 , & 1 8 X 1 8 . G R O U T : # 4 5 " S U M M E R WH E A T " B Y C U S T O M B U I L D I N G P R O D U C T S . T- 2 : S T I L E 2 " M E T A L L I C A " S E R I E S , B R O W N 1 2 X 2 4 1 / 2 B O N D LA Y O U T . G R O U T : # 9 5 " S A B L E B R O W N " B Y CU S T O M B U I L D I NG P R O D U C T S . MA N U F : S T A N D A R D O R S E L E C T E D V I A S H O P D R A W I N G S ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A5.2ENLARGEDFLOOR PLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 1 / 4 " = 1 ' - 0 " A5 . 2 1 SE C O N D L E V E L - E N L A R G E D P L A N 1 / 4 " = 1 ' - 0 " A5 . 2 2 TH I R D L E V E L - E N L A R G E D P L A N Room Finish Schedule Ro o m Nu m b e r Ro o m N a m e Finish Comments Fl o o r B a s e W a l l C e i l i n g 00 1 C I R C U L A T I O N C P T - 1 B - 1 P - 1 P - 2 00 2 A H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 00 2 B H A L L C P T - 1 B - 1 P - 1 P - 2 00 3 S K I & B I K E S T O R A G E S E A L E D C O N C R E T E 4 " V I N Y L P - 2 P - 2 10 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 10 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 10 3 H A L L D E L E T E D D E L E T E D D E L E T E D D E L E T E D D E L E T E D S C O P E 20 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 20 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 20 3 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S 30 1 C I R C U L A T I O N T - 1 6 " T - 1 P - 1 P - 2 30 2 H A L L C P T - 1 B - 1 P - 1 P - 2 L I G H T C O V E T R I M P E R D E T A I L S E0 1 E L E V A T O R T - 2 M A N U F M A N U F M A N U F NO T E S 1. N O T U S E D 2. R E M O V E A L L E X I S T I N G W O O D P A N E L I N G A N D R E P L A C E W I T H 5/ 8 " G Y P B O A R D O N C O M M O N SIDE OF HALL PARTITIONS. 3. G Y P B O A R D W A L L S S H A L L H A V E L E V E L 3 F I N I S H W I T H S K I P T R O W E L K N O C K D O W N T E X T U R E . 4. G Y P B O A R D C E I L I N G S S H A L L H A V E L E V E L 4 H A N D T R O W E L F I N I S H . PR O V I D E 1 / 4 " S E A L E D M E T A L ED G E A N G L E A T E X P O S E D FL O O R E D G E S T O C O V E R N E W ST R U C T U R A L E X P O S E D E D G E OF D E C K I N G A N D F I N I S H F L O O R MA T E R I A L S , T Y P I C A L A L L LE V E L S . 1 / 4 " = 1 ' - 0 " A5 . 2 3 CI R C U L A T I O N T I L E P A T T E R N 1 1 / 4 " = 1 ' - 0 " A5 . 2 4 EL E V A T O R T I L E P A T T E R N D D GFI GFI GF I GFIGFI GFI GF I GF I GFI GF I D D 7' - 8 " 7' - 9 " 7' - 4 1 / 2 " 7' - 9"7' - 10"7' - 9"7' - 9"BEDROOM LIVING KITCHENBUNK ROOM EXISTING GCE MECHANICAL BE D R O O M KI T C H E N LI V I N G BE D R O O M Ro o m B A T H E N T R Y PO W D E R EX I S T I N G G C E LO C K E R S UN I T 1 2 UNIT 11 8' - 0 " 8' - 0"7' - 3"7' - 0"7' - 0" 7' - 6 " 7' - 2 " BATH CI R C U L A T I O N 00 1 10' - 4"8' - 3" 8' - 3 " 7' - 6" SK I & B I K E ST O R A G E 00 3 ELEVATOR SHAFT ST A I R U P 7' - 1 1 " 4' - 3 " RE C E S S E D L I G H T UN D E R S I D E O F ST A I R L A N D I N G 7' - 2" COVE 7' - 1 1 " 1 H R S L O P E C E I L I N G 7' - 6"1EQEQ EQEQ HALL 002A HALL 002BEQEQEQEQEQEQEQ 7' - 9 " UN I T 2 UN I T 1 UN I T 3 7' - 9 " 7' - 9 " 7' - 9 " 7' - 6 1 / 2 " 7' - 9 " 7' - 9 " 7' - 9 " 8' - 0 " 8' - 0 " 7' - 1 1 " 7' - 1 1 " OP E N A B O V E RE C E S S E D L I G H T UN D E R S I D E O F ST A I R L A N D I N G NE W E X T E R I O R WA L L S C O N C E @ 7' - 6 " A . F . F . NE W E X T E R I O R WA L L S C O N C E @ 7' - 6 " A . F . F . 7' - 1 0 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 8' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 8' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 1 0 " 7' - 5 1 / 2 " C O V E 1 1 2'-0" EQEQ 2'-0" HA L L 10 2 NE W 2 0 0 A M P P A N E L IN W / D R O O M W/ D U3 1 0 MA S T E R S U I T E U3 1 1 M. B A T H U3 1 2 BE D R O O M 1 U3 0 4 EN T R Y U3 0 1 BE D R O O M 2 U3 2 0 JR S U I T E U3 1 7 BA T H U3 1 8 CL O S E T U3 2 1 HA L L U3 1 5 CL O S E T U3 1 6 NO W O R K I N TH I S U N I T ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A7.1REFLECTEDCEILINGPLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 RC P - B A S E M E N T L E V E L 3 / 1 6 " = 1 ' - 0 " 2 ME P B K G R N D - F I R S T L E V E L R E V I S E D REF.REF. RE F . RE F . RE F . UN I T 6 UNIT 5 UN I T 8 C R UNIT 7BUNIT 7A UN I T 8 C LIVINGKITCHENENTRYW/DBEDROOMBEDROOMBATHBATH 5" / 12" 5" / 12" 5" / 12" 5" / 12" BE D R O O M B E D R O O M LI V I N G Room HA L L ST O R A G E BA T H BA T H ENTRY CIRCULATION 201 KI T C H E N EN T R Y ST O R CL O S LA U N D CL O S ENTRYSTORAGEBATH KI T C H E N BATH ST O CLOSELEVATOR OU T D O O R D E C K OUTDOOR DECKOUTDOOR DECK OU T D O O R D E C K HALL 202 HA L L 20 3 OP E N T O AB O V E A N D BE L O W 7' - 11"7' - 5 1/2" COVE 7' - 11" 7' - 1 0 " EQEQ2'-0"2'-0"1 EQEQ2'-0"2'-0" 1 UN I T 1 0 UN I T 9 5" / 12" 5" / 12" 5" / 12" 5" / 12" DR Y S A U N A 5" / 12" 5" / 12" W/ D 5" / 12" LO F T BE D R O O M LO F T BA T H BE D R O O M BE D R O O M BE D R O O M BE D R O O M BA T H C L O S E T BE D R O O M LI V I N G LI V I N G KI T C H E N KI T C H E N EL E V A T O R ST A I R DO W N 1 1/4" / 12" 13 ' - 9 3 / 4 " 7' - 1 0 " 7' - 1 0 " 7' - 5 1 / 2 " C O V E CI R C U L A T I O N 30 1 RE C E S S E D F I X T U R E S FO R S L O P E D C E I L I N G , TY P I C A L T H I S L E V E L EQEQ2'-0"2'-0" 1 HA L L 30 2 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A7.2REFLECTEDCEILINGPLANSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3 / 1 6 " = 1 ' - 0 " 1 ME P B K G R N D - SE C O N D L E V E L 3 / 1 6 " = 1 ' - 0 " 2 RC P - T H I R D L E V E L EXISTING STUCCO TO REMAIN.EXISTING 2X10 WOODTRIM TO REMAINNEW BOARD AND BATTEN WOOD SIDING NEW 2X10 PAINTED WOOD TRIMMETAL FLASHING.SLOPE TO DRAIN1X WOOD HORIZONTAL NAILERS @ 16" O.C.PROVIDE GAPS FOR DRAINAGE REPAINT ALL EXISTING STUCCO, TYPICAL.PATCH AS REQUIRED1/2"1/2"WEATHER BARRIER 9 3/4"9 1/4"EXISTING EXTERIOR STRUCTURE 4"1" CONT. WOOD BLOCKINGFLOOR LEVEL 5 1 / 2 " 1 1/2" 3 3 / 4 " 3'-2" 4'-3" 4'-2 1/2" 1/ 2 " X 1 0 " C O N T . M E T A L PL A T E . F A S T E N T O E X I S T I N G ST R U C T U R E W I T H 1 / 2 " X 6 " LA G B O L T S A T 1 6 " O . C . (C E N T E R E D B E T W E E N BA L L U S T E R S ) . F I N A L CO N N E C T I O N T O B E VE R F I E D B Y E N G I N E E R . 3/ 8 " M E T A L T O P P L A T E RE M O V E E X I S T I N G 2X 1 0 D E C K E D G E T R I M IP E W O O D C A P . FA S T E N F R O M B E L O W WI T H S C R E W S TH R O U G H P L A T E A T 1 2 " O. C . EX I S T I N G D E C K ST R U C T U R E T O R E M A I N 1/ 4 " P L A T E M E T A L BA L L U S T E R S A T 4 " O . C . PO W D E R - C O A T E D F I N I S H . CONT. PLATE 10" 1" D E E P S P A C E R S A R O U N D LA G B O L T F A S T E N E R S . US E 2 " D I A . F L A T W A S H E R S BE T W E E N S P A C E R A N D EX I S T I N G S U R F A C E S . GA P 1" PA I N T F A C E O F E X I S T I N G WO O D T O R E M A I N 5 1/2"2 3/4"1 3/4" NE W F I B E R C E M E N T S O F F I T SY S T E M O V E R E X I S T I N G PL Y O O D S O F F I T S TR A F F I C C O A T I N G O V E R EX I S T I N G C O N C R E T E DE C K . T U R N D O W N O V E R OU T S I D E E D G E S . NO T E : R E M O V E A L L E X I S T I N G D E C K AN D P L A N T E R B O X R A I L I N G S , T Y P I C A L 1 1 1 1 EQEQ 1 5' - 8 1/2" RAD 5' - 8 1/2" RAD 1 EX I S T I N G S T U C C O TO R E M A I N NE W B O A R D A N D BA T T E N V E R T I C A L SI D I N G 18 G A G A L V S H E E T M E T A L PA N . 4 " V E R T I C A L B E H I N D NE W S I D I N G / E X I S T I N G ST U C C O . 1X W O O D HO R I Z O N T A L N A I L E R S @ 1 6 " O . C . P R O V I D E GA P S F O R D R A I N A G E WE A T H E R B A R R I E R SE C O N D L E V E L 9' - 0 " 2X 1 0 P A I N T E D W O O D TR I M ( " R E A L T R I M " ) OV E R 2 X B L O C K I N G 3'-0" LI N E O F N E W SI D I N G B E Y O N D NE W T R I M B E Y O N D 18 G A . G A L V A N I Z E D S H E E T ME T A L P A N O V E R S T E E L FR A M E . T U R N U P O N A L L SI D E S NE W / E X I S T I N G W I N D O W 1'- 4 " ** H S S 2 X 2 X 1 / 8 W E L D E D , SE A L E D M E T A L T U B E F R A M E - AN C H O R E D T O E X T E R I O R WA L L W I T H E X P A N S I O N B O L T S . VE R I C A L M E M B E R S A T 2 ' - 0 " O. C . O N O U T S I D E F A C E S . *H S S 3 X 3 X 1 / 8 A T 1 4 ' L O N G PL A N T E R O N N O R T H S I D E . 8 1 / 2 " PR E F I N I S H E D C A P F L A S H I N G O V E R TO P O F M E T A L F R A M E . 18 G A . G A L V A N I Z E D RE M O V E A B L E M E T A L PL A N T E R B O X . P R O V I D E BO T T O M D R A I N H O L E S ; 1/ 2 " D I A A T 6 " O . C . 2 1/4" 2 1/2" 9" 3/ 4 " 2 1 / 4 " 3" 9 3/4" 3'-4 3/4" 9 1/4" 1' - 0 " B O X 1' - 1 0 3 / 4 " GA P 1/ 4 " 1'- 8 " 5 1/2 " 5 1 /2" 5 1/2 " 5 1/2" 1' - 0 1 / 2 " P A N O P E N I N G 10 1/4" BOX NO T E S : 1. T H I S S E C T I O N A P P L I E S T O A LL 3 S I D E S O F P L A N T E R B O X R A I L I N G S S H O W N O N T H E E L E V A T I O N S . 2. N E W R A I L I N G S ( S T E E L F R A M E S A N D C L A D D I N G ) S H AL L E X T E N D O U T 1 ' - 0 " B E Y O N D L E N G T H O F E X I S T I N G PL A N T E R R A I L I N G S T O B E R E M O V E D . 3. R E M O V E A L L E X I S T I N G W O O D F R A M I N G O U T S I D E O F E X T E R I O R W A L L S . C O V E R WI T H S T U C C O S Y S T E M O R WO O D S I D I N G A S S H OW N O N E L E V A T I O N S . WO O D S I D I N G . F A S T E N TO M E T A L T U B E F R A M E PR E F I N I S H E D M E T A L FL A S H I N G / D R I P E D G E 2X 1 0 P A I N T E D W O O D TR I M ( " R E A L T R I M " ) OV E R 2 X B L O C K I N G RE M O V E E X I S T I N G WO O D S I D I N G B E N E A T H WI N D O W S A N D RE P L A C E W I T H ST U C C O , T Y P I C A L . 3 1 / 2 X 3 1 / 2 X 1 / 4 C O N T . S T L AN G L E S U P P O R T . *5 X 5 X 3 / 8 A N G L E A T 1 4 ' L O N G PL A N T E R . ME T A L F L A S H I N G O V E R TU B E S T E E L . L A P S E L F - AD H E R E D F L A S H I N G FR O M S H E A T H I G , D O W N OV E R T O P L E G . C A R R Y WE A T H E R B A R R I E R OV E R S . A . F . 2X 2 X 1 / 8 B R A C I N G , O N E EA C H E N D O F F R A M E 1 3 /4" 11 8"8"8"6" (4 ) - 5 / 8 D I A . H I L T I C A R B O N ST E E L K W I K B O L T I I EX P A N S I O N A N C H O R IN T O G R O U T E D C E L L S 1 1 1 1 ** V E R T I C A L T U B E F R A M E M E M B E R S A T E N D S O N L Y F O R 9 ' & 1 4 ' P L A N T E R S . F O U R VE R T I C A L T U B E F R A M E M E M B E R S R E Q U I R E D F O R 2 6 ' L O N G P L A N T E R . U S E S A M E ME M B E R S I Z E S A S 9 ' L O N G P L A N T E R S 1 AL I G N B O T T O M O F TR I M W I T H B E L L Y B A N D TR I M 1 1 1 1 1 EXISTING STUCCO TO REMAIN. REPAINT.EXISTING 2X10 WOOD TRIM TO REMAIN NEW 1X10 PAINTED WOOD TRIM.CONT. METAL WALL FLASHING BEHIND STUCCO.SLOPE TO DRAIN REPAINT ALL EXISTING STUCCO, TYPICAL.PATCH AS REQUIRED9 1/4"EXISTING EXTERIOR STRUCTURE 4"3/4"PATCH STUCCO OVER NEW WALL FLASHING.1/2"FLOOR LEVELISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A8.1EXTERIORDETAILSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3" = 1'-0"A8.11SIDING/STUCCO/TRIM TRANSITION 1 1 / 2 " = 1 ' - 0 " A8 . 1 5 DE C K R A I L I N G / E D G E 3 " = 1 ' - 0 " A8 . 1 4 PL A N T E R A T W A L L 3 " = 1 ' - 0 " A8 . 1 3 PL A N T E R / J U L I E T R A I L I N G @ W I N D O W S I L L S 3" = 1'-0"A8.12STUCCO/TRIM TRANSITION FIRST LEVEL 0"SECOND LEVEL 9' - 0"THIRD LEVEL 18' - 0"FIELD VERIFY 4'-3 3/4"2"2'-8"2"1'-0"2"4'-10"2"2'-8"2"1'-0"4"4'-8"2"2'-6"4"2"3'-7 1/2"4"1'-3"2"3'-2"2"FIELD VERIFY8'-10 3/4"1 FIELD VERIFY VERTICAL MEMBER ON CENTER WITH CENTER OF INTERIOR STEEL COLUMN 7'-8"FRAMELESS GLASS DOOR WITH ETCHED DESIGN AND CUSTOM PUSH-PULL HARDWARE.COORDINATE PRE-DRILLED HOLES WITH DESIGN. FI R S T L E V E L 0" SE C O N D L E V E L 9' - 0" TH I R D L E V E L L O F T 26 ' - 8 1 / 2 " TH I R D L E V E L 18' - 0" 2" 11 " 2" 3'- 2 " FI E L D V E R I F Y 4'- 5 " 2"2'-8"2"1'-0"2"4'-10"2"2'-8"2"1'-0"4"7'-4"4" AL U M N I N U M S T O R E F R O N T SY S T E M W I T H I N S U L A T E D GL A Z I N G ( U F A C T O R = . 4 5 M A X . ) . TY P I C A L E A S T A N D W E S T EN T R I E S . C O L O R : D A R K B R O N Z E 1 7'-8" FR A M E L E S S G L A S S D O O R W I T H ET C H E D D E S I G N A N D C U S T O M PU S H - P U L L H A R D W A R E . CO O R D I N A T E P R E - D R I L L E D HO L E S W I T H D E S I G N . 5 1/2" TY P 1" WO O D B A S E SC H A C H T # 2 6 0 6 6 WO O D CA S I N G WO O D D O O R AN D F R A M E V.F. 7'-10" 5 A8 . 2 LI G H T C O V E WO O D F R A M E . SE E E L E C T . 7'-4 1/4" 4 1/2" 3 1 / 2 " 1 1 1 1 7'-0" TI L E B A S E TI L E C A S I N G EL E V A T O R DO O R F R A M E 4" 4" 5" 6" 4'- 1 1 / 2 " 1' - 4 1 / 2 " 1'- 4 1 / 2 " 1' - 4 1 / 2 " 3/ 4 " T Y P . 1'-9 1/2"1'-7 1/2"1'-7 1/2"1'-7 1/2" 7'-1" TY P I C A L A L L L E V E L S 6" 7'-11" 6 A8 . 2 4 1/2" 3/ 4 " S T A I N E D T R I M 20 G A . B E N T ME T A L P L A T E . CO N T . L E D S T R I P LI G H T . WO O D C A S I N G RE P L A C E M E N T W O O D DO O R A N D F R A M E EX I S T I N G C E I L I N G G Y P BO A R D , T E X T U R E A N D PA I N T . HA L L UN I T NE W L A Y E R 5 / 8 " G Y P BD . T E X T U R E A N D PA I N T , T Y P I C A L MECH ZONE 4 1/2" 7' - 1 0 " 7 3 / 4 " FI R E PR O T E C T I O N PI P E . 2 1/4" 3" 1/2" 2 3/4" 7" 1 2" PA I N T E D M D F B O A R D WO O D C L E A T 5 1/4" 7 3 / 4 " 4 1 / 2 " 1/4"6" 5/ 8 " G Y P S U M B O A R D PE R W A L L - T Y P E PO R C E L A I N T I L E . AL L E D G E S CO N C E A L E D , T Y P . GY P B D J - B E A D RE V E A L FI N I S H T E X T U R E AN D P A I N T , F L U S H WI T H T I L E F A C E BE L O W GR O U T 1 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, CO 81657 f.(970) 476-4901 p.(970)476-6342COMMON AREA IMPROVEMENTS 384 GORE CREEK DRIVE VAI, CO17 MAY 2013 1 - ASI 001 A8.2DOORS &WINDOWSVILLA VALHALLA - VAIL Project #121021 MAR 2013 PERMIT SUBMITTAL 3/8" = 1'-0"A8.21WEST ENTRY STOREFRONT 3 / 8 " = 1 ' - 0 " A8 . 2 2 EA S T E N T R Y S T O R E F R O N T 1 / 2 " = 1 ' - 0 " A8 . 2 3 TY P I C A L H A L L / D O O R Door Schedule Do o r Nu m b e r Do o r S i z e R a t i n g F r a m e T y p e Finish DoorFrameComments 00 2 4 2 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D M A G . H O L D O P E N - F I R E A L A R M L I N K 00 3 3 6 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D M A G . H O L D O P E N - F I R E A L A R M L I N K 10 2 4 2 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D M A G . H O L D O P E N - F I R E A L A R M L I N K 20 2 4 2 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D M A G . H O L D O P E N - F I R E A L A R M L I N K 20 3 4 2 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D M A G . H O L D O P E N - F I R E A L A R M L I N K 30 2 4 2 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D U = 0 . 8 0 / M A G . H O L D O P E N - F I R E A L A R M L I N K E1 0 1 C U S T O M G L A S S N O N E C U S T O M C U S T O M C U S T O M U = 0 . 8 0 / S E E S P E C S A L L O W A N C E E1 0 2 C U S T O M G L A S S N O N E C U S T O M C U S T O M C U S T O M U = 0 . 8 0 / S E E S P E C S A L L O W A N C E G0 1 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D G0 2 3 6 " x 8 0 " 6 0 M I N W O O D S T A I N E D S T A I N E D S0 1 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 2 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 5 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 6 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 7 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 8 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S0 9 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D S1 0 2 0 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 1 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 2 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 3 3 6 " x 8 4 " 6 0 M I N W O O D S T A I N E D S T A I N E D U0 5 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 6 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 7 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 8 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U0 9 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U1 0 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U1 1 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D U1 2 3 6 " x 8 0 " 2 0 M I N W O O D S T A I N E D S T A I N E D 1 / 2 " = 1 ' - 0 " A8 . 2 4 EL E V A T O R O P E N I N G T R I M 3 " = 1 ' - 0 " A8 . 2 5 DO O R H E A D / L I G H T C O V E TY P I C A L I N T E R I O R DO O R S T Y L E . S E E SC H E D U L E A N D SP E C I F I C A T I O N S NO T E S 1. A L L I N T E R I O R W O O D F R A M E S S H A L L M A TC H D O O R F I N I S H E S I N A L L R E S P E C T S . 2. D O O R S S 0 3 , S 0 4 , A N D U 0 4 D E L E T E D F R O M T H E W O R K . 1 1 3 " = 1 ' - 0 " A8 . 2 6 TI L E B A S E / C A S I N G S I M I L A R 1 POWER EF - 1 PA N A S O N I C FV - 1 5 V Q 5 HO U S E K E E P I N G H O U S E K E E P I N G C E I L I N G 1 2 7 9 1 1 0 . 2 5 2 7 . 3 W 0 . 5 1 1 . 5 I N T E G R A L B A C K D R A F T D A M P E R , I N T E R L O C K W I T H W A L L S W I T C H ESP (IN)ELECTRICAL DATA V / PH / Hz LO C A T I O N OPER. WT. (LBS) TY P E 120 / 1 / 60NOISE LEVEL (SONES) EX H A U S T F A N S C H E D U L E OR EQUIVALENT UN I T TA G MA N U F A C T U R E R & MO D E L N O . REMARKS SE R V I C E TO T A L CF M FA N RP M UN I T TA G MA N U F A C T U R E R & MO D E L N O . SE R V I C E L O C A T I O N C F M S I Z E ( W " x H " ) FA C E VE L O C I T Y (F P M ) PRESSURE DROP (IN SP)FREE AREA (ft²)FRAME TYPEFINISHREMARKS L- 1 R U S K I N - E L F 6 3 7 5 D X EL E V A T O R SM O K E R E L I E F SE E F L O O R PL A N S - 3 0 x 3 0 - - 3 . 1 8 COORD. W/ARCHCOORD. W/ARCH- LO U V E R S C H E D U L E OR EQUIVALENT Sp a c e S q u a r e F o o t a g e O p e n a b l e A r e a R e q u i r e d 00 1 C i r c u l a t i o n 1 5 8 6 . 3 2 00 3 H o u s e k e e p i n g 1 0 9 4 . 3 6 10 1 C i r c u l a t i o n 2 3 3 9 . 3 2 20 1 C i r c u l a t i o n 2 0 3 8 . 1 2 30 1 C i r c u l a t i o n 2 1 6 8 . 6 4 To t a l 9 1 9 3 6 . 7 6 42 Wi t h t h e o p e n s t a i r w e l l b e i n g l a r g e r t h a n 2 5 s q u a r e f e e t , t h e C i r c u l a t i o n ar e a s a r e c o n s i d e r e d a d j o i n i n g s p a c e s p e r s e c t i o n 4 0 2 o f t h e I n t e r n a t i o n a l Me c h a n i c a l C o d e . A n e x h a u s t f a n i n t h e H o u s e k e e p i n g r o o m p r o v i d e s ve n t i l a t i o n t o t h a t s p a c e . NA T U R A L V E N T I L A T I O N C A L C U L A T I O N To t a l O p e n a b l e A r e a ( 2 d o o r s ) OR EQUIVALENT V / PH / HzHP\W SP - 1 ZO E L L E R FL O W M A T E M 9 8 BA S E M E N T EL E V A T O R P I T EL E V A T O R P I T S I M P L E X 6 1 . 0 1 0 . 0 1 7 2 5 1 1 5 / 1 / 6 0 1 / 2 H P A U T O M O D E , S I M P L E X O P E R A T I O N , REMARKS SU M P P U M P S C H E D U L E SE R V I C E L O C A T I O N T Y P E G P M TOTAL HEAD (FT)RPMELECTRICAL DATA UN I T TA G MA N U F A C T U R E R & MO D E L N O . ED B ( ° F ) L D B ( ° F ) A P D E W T ( ° F ) L W T ( ° F ) G P M P D ( F T ) E D B ( ° F ) E W B ( ° F ) L D B ( ° F ) LW B ( ° F ) APDEWT (°F)LWT (°F)GPMPD (FT)L(IN)H(IN)W(IN) FC - 1 EN V I R O - T E C HL P 6 0 (E ) H A L W A Y S S E E P L A N S 1 0 7 7 0 0 . 3 (2 ) 1/ 6 28 . 1 7 0 . 0 1 0 2 . 5 0 . 0 2 1 8 0 . 0 1 6 0 . 0 2 . 9 1 . 5 - - - - - - - - - - 2 7 . 0 1 0 . 0 7 0 . 0 1 4 4 . 0 - TO T A L CF M FA N C O I L U N I T S C H E D U L E OR EQUIVALENT DIMENSIONS SE R V I C E TO T A L MB H V / PH / Hz SO L U T I O N AI R S I D E SOLUTION -ELECTRICAL DATAOPER. WT. (LBS)REMARKS UN I T TA G MA N U F A C T U R E R & MO D E L N O . LO C A T I O N HE A T I N G C O I L D A T A WA T E R S I D E AI R S I D E O. A . CF M ES P (I N ) HP COOLING COIL DATA TO T A L MB H 115/60/1WATER SIDE GL Y C O L 3 0 % OR EQUIVALENT V / PH / HzHP\W P- 1 GR U D F O S UP S 1 5 - 5 5 S F C FC - 1 M E C H A N I C A L R O O M I N L I N E 4 5 . 5 1 1 5 / 1 / 6 0 1 / 2 5 - TOTAL HEAD (FT)ELECTRICAL DATA UN I T TA G MA N U F A C T U R E R & MO D E L N O . REMARKS SE R V I C E L O C A T I O N T Y P E G P M PUMP SCHEDULE PR O J E C T : V I L L A V A L H A L L A EN G I N E E R : S O H PR O J E C T # : 1 3 0 0 9 VO L T A G E : 1 2 0 / 2 0 8 V , 3 P , 4 W MO U N T I N G : S U R F A C E MA I N S : 2 0 0 A M L O TY P E : S Q U A R E D N Q O D O R E Q U A L AI C : 1 0 K PH A S E P H A S E DE S C R I P T I O N A B C B K R P C I R C I R P B K R A B C D E S C R I P T I O N HO U S E S U B P A N E L 9 5 6 0 1 0 0 3 1 2 3 7 0 2 7 3 3 SU B P A N E L F O R H E A T T R A C E " 9 5 6 0 3 4 2 7 3 3 " " 9 5 6 0 5 6 2 7 3 3 " HA L L L I G H T S R L F R O M E M P A 10 0 0 2 0 1 7 8 3 4 0 3 0 0 8 E L E V A T O R ( 2 5 F L A ) HA L L L I G H T S R L F R O M E M P A 1 0 0 0 2 0 1 9 1 0 3 0 0 8 S H U N T T R I P HA L L L I G H T S R L F R O M E M P A 1 0 0 0 2 0 1 1 1 1 2 3 0 0 8 " HA L L L I G H T S R L F R O M E M P A 10 0 0 2 0 1 1 3 1 4 0 S P A C E HA L L L I G H T S R L F R O M E M P A 1 0 0 0 2 0 1 1 5 1 6 1 2 0 1 0 0 0 L L L O B B Y B A S E B O A R D SP A C E 0 1 7 1 8 1 2 0 8 0 0 S U M P P U M P BS M T R E C A T S T O R A G E ( 2 ) 3 6 0 2 0 1 1 9 2 0 1 2 0 1 1 9 S U P P L Y F A N BS M T R E C A T S T O R A G E ( 1 ) 1 8 0 2 0 1 2 1 2 2 1 2 0 1 0 0 S M O K E R E L I E F L O U V E R BS M T R E C A T S T O R A G E ( 1 ) 1 8 0 2 0 1 2 3 2 4 1 2 0 1 0 0 EL E V A T O R C O N T R O L P O W E R NO R T H C O R R I D O R R E C ( 4 ) 7 2 0 2 0 1 2 5 2 6 0 S P A C E SO U T H C O R R I D O R R E C ( 2 ) 3 6 0 2 0 1 2 7 2 8 0 S P A C E RE C A T E L E V L O B B Y ( 3 ) 5 4 0 2 0 1 2 9 3 0 0 S P A C E SP A C E 0 3 1 3 2 0 S P A C E SP A C E 0 3 3 3 4 0 S P A C E SP A C E 0 3 5 3 6 0 S P A C E SP A C E 0 3 7 3 8 0 S P A C E SP A C E 0 3 9 4 0 0 S P A C E SP A C E 0 4 1 4 2 0 S P A C E LO A D C A L C U L A T I O N S U M M A R Y CA L C U L A T E D P O W E R F A C T O R : 0. 9 2 CO N N E C T E D L O A D CO N N E C T E D A M P S DE M A N D L O A D DE M A N D A M P S LI G H T I N G 1 1 0 0 0 3 0 1 1 0 0 0 3 0 RE C E P T A C L E S 1 6 0 2 0 4 4 1 3 0 1 0 3 6 ME C H A N I C A L 2 8 3 4 4 9 2 3 0 8 4 4 1 0 1 KI T C H E N 0 0 0 0 TO T A L 5 5 3 6 4 1 6 7 5 4 8 5 4 1 6 7 H O U S E P A N E L M A I N PR O J E C T : V I L L A V A L H A L L A EN G I N E E R : S O H PR O J E C T # : 1 3 0 0 9 VO L T A G E : 1 2 0 / 2 0 8 V , 3 P , 4 W MO U N T I N G : E X I S T I N G MA I N S : 1 0 0 A M L O TY P E : E X I S T I N G AI C : 1 0 K PH A S E P H A S E DESCRIP T I O N A B C B K R P C I R C I R P B K R A B C D E S C R I P T I O N HA L L L I T E S 1 0 0 0 1 5 1 1 2 1 2 0 1 0 8 0 R E C E P T A C L E S HA L L R E C E P T A C L E S 1 0 8 0 2 0 1 3 4 1 2 0 1 0 0 0 H A L L L I T E S HE A T T A P E 5 0 0 2 0 2 5 6 1 2 0 5 0 0 T I M E C L O C K 30 m A G F I 5 0 0 7 8 1 2 0 1 0 8 0 L A U N D R Y R O O M R E C PU M P 1 0 0 0 2 0 2 9 1 0 1 2 0 5 0 0 0 D R Y E R " 1 0 0 0 1 1 1 2 1 2 0 0 " PU M P 1 0 0 0 2 0 2 1 3 1 4 1 2 0 3 6 0 T E L E R O O M R E C " 1 0 0 0 1 5 1 6 1 2 0 1 0 0 0 P U M P C I R C U I T TE L E R O O M L I T E S 2 0 0 2 0 1 1 7 1 8 0 S P A C E BO I L E R R O O M L I T E S 1 0 0 0 2 0 1 1 9 2 0 1 2 0 1 0 0 0 H O T W A T E R C I R C P U M P EA S T W A L K W A Y L I T E S 8 0 0 2 0 1 2 1 2 2 1 2 0 5 0 0 T R A S H S H E D DO M E S T I C P U M P A N D C O N T R 1 0 0 0 2 0 1 2 3 2 4 1 2 0 1 0 0 0 U N I D E N T I F I E D BO I L E R S 1 0 0 0 2 0 1 2 5 2 6 1 2 0 1 0 0 0 U N I D E N T I F I E D CI R C P U M P 1 0 0 0 2 0 1 2 7 2 8 1 2 0 1 0 0 0 U N I D E N T I F I E D UN I D E N T I F I E D 1 0 8 0 2 0 1 2 9 3 0 1 2 0 1 0 0 0 U N I D E N T I F I E D 0 3 1 3 2 0 0 3 3 3 4 0 0 3 5 3 6 0 0 3 7 3 8 0 0 3 9 4 0 0 0 4 1 4 2 0 LO A D C A L C U L A T I O N S U M M A R Y CA L C U L A T E D P O W E R F A C T O R : 0. 9 4 CO N N E C T E D L O A D CO N N E C T E D A M P S DE M A N D L O A D DE M A N D A M P S LI G H T I N G 6 0 0 0 1 7 6 0 0 0 1 7 RE C E P T A C L E S 1 2 6 8 0 3 5 1 1 3 4 0 3 1 ME C H A N I C A L 1 0 0 0 0 3 3 1 0 5 0 0 3 4 KI T C H E N 0 0 0 0 TO T A L 2 8 6 8 0 8 4 2 7 8 4 0 8 2 H O U S E P A N E L S U B PR O J E C T : V I L L A V A L H A L L A EN G I N E E R : S O H PR O J E C T # : 1 3 0 0 9 VO L T A G E : 1 2 0 / 2 0 8 V , 3 P , 4 W MO U N T I N G : E X I S T I N G MA I N S : 7 0 A M L O TY P E : E X I S T I N G AIC : 1 0 K PH A S E P H A S E DESCRIP T I O N A B C B K R P C I R C I R P B K R A B C D E S C R I P T I O N HE A T T R A C E 6 0 0 2 0 2 1 2 2 2 0 6 0 0 H E A T T R A C E 30 m A G F I 6 0 0 3 4 6 0 0 3 0 m A G F I HE A T T R A C E 6 0 0 2 0 2 5 6 2 2 0 6 0 0 H E A T T R A C E 30 m A G F I 6 0 0 7 8 6 0 0 3 0 m A G F I HE A T T R A C E 6 0 0 2 0 2 9 1 0 2 2 0 6 0 0 H E A T T R A C E 30 m A G F I 6 0 0 1 1 1 2 6 0 0 3 0 m A G F I UN I D E N T I F I E D 1 0 0 0 2 0 1 1 3 1 4 1 2 0 0 SP A C E SP A C E 0 2 0 1 1 5 1 6 1 2 0 0 S P A C E SP A C E 0 2 0 1 1 7 1 8 1 2 0 0 S P A C E SP A C E 0 2 0 1 1 9 2 0 1 2 0 0 S P A C E SP A C E 0 2 0 1 2 1 2 2 1 2 0 0 S P A C E SP A C E 0 2 0 1 2 3 2 4 1 2 0 0 S P A C E 0 2 5 2 6 0 0 2 7 2 8 0 0 2 9 3 0 0 0 3 1 3 2 0 0 3 3 3 4 0 0 3 5 3 6 0 0 3 7 3 8 0 0 3 9 4 0 0 0 4 1 4 2 0 LO A D C A L C U L A T I O N S U M M A R Y CA L C U L A T E D P O W E R F A C T O R : 0. 8 7 CO N N E C T E D L O A D CO N N E C T E D A M P S DE M A N D L O A D DE M A N D A M P S LIG H T I N G 0 0 0 0 RE C E P T A C L E S 1 0 0 0 3 1 0 0 0 3 ME C H A N I C A L 7 2 0 0 2 3 7 5 0 0 2 4 KIT C H E N 0 0 0 0 TO T A L 8 2 0 0 2 6 8 5 0 0 2 7 HE A T T R A C E P A N E L Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 4 3 9 2 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 1 3 3 9 2 S F X 3 X 3 5 % = 1 4 0 6 2 Ki t c h e n Sm a l l A p p l i a n c e s 2 4 E A X 1 5 0 0 X 3 5 % = 1 2 6 0 0 Re f r i g e r a t o r 1 1 E A X 1 0 0 0 X 7 5 % = 8 2 5 0 Di s h w a s h e r 1 1 E A X 1 2 0 0 X 7 5 % = 9 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 1 E A X 8 0 0 0 X 3 2 % = 2 8 1 6 0 Co o k t o p 1 E A X 6 0 0 0 X 8 0 % = 4 8 0 0 Di s p o s a l 1 1 E A X 1 0 0 0 X 7 5 % = 8 2 5 0 Mi c r o w a v e 1 1 E A X 1 2 0 0 X 7 5 % = 9 9 0 0 ho o d 5 E A X 7 5 0 X 7 5 % = 2 8 1 3 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 7 E A X 1 0 0 0 X 7 5 % = 5 2 5 0 Cl o t h e s D r y e r 7 E A X 5 0 0 0 X 6 0 % = 2 1 0 0 0 Sa u n a 1 E A X 6 5 0 0 X 7 5 % = 4 8 7 5 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 2 E A X 4 3 0 0 X 1 0 0 % = 8 6 0 0 He a t a n d V e n t 6 E A X 1 5 0 0 X 1 0 0 % = 9 0 0 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 El e c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 El e c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 15 0 6 2 2 Fo r 2 0 8 V , 3 - P h a s e , 4 W i r e S e r v i c e 1 5 0 6 2 2 ( V A ) / 3 6 1 = 4 1 7 A M P S Un i t M e t e r b a n k De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) Qu a n t i t y Vo l t - A m p s DemandTotal (VA) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 1 1 6 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 1 1 6 S F X 3 X 3 5 % = 1 2 2 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 0 E A X 3 0 0 0 X 8 0 % = 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mi c r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Cl o t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 Ele c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 Ele c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TOTAL19784 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 1 9 7 8 4 ( V A ) / 2 0 8 = 9 5 A M P S Un i t # 1 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1116 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)116 SF X 3X35%=122 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X3000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 Insta-hot0 EA X750X75%=0 Laundry & Spa Appliances Clothes Washer0 EA X1000X75%=0 Clothes Dryer0 EA X5000X100%=0 Steam Shower0 EA X7500X75%=0 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL14034 For 208V, 1-Phase, 3 Wire Service14034(VA) /208=67AMPSUnit #2 Demand Load Calculations (Per NEC Article 220 Parts I-III) Qu a n t i t y Vo l t - A m p s DemandTotal (VA) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 1 1 6 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 1 1 6 S F X 3 X 3 5 % = 1 2 2 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 0 E A X 3 0 0 0 X 8 0 % = 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mic r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Clo t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Clo t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Air C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 El e c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 El e c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TOTAL19784 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 1 9 7 8 4 ( V A ) / 2 0 8 = 9 5 A M P S Un i t # 5 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1116 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)116 SF X 3X35%=122 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X3000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 Insta-hot0 EA X750X75%=0 Laundry & Spa Appliances Clothes Washer0 EA X1000X75%=0 Clothes Dryer0 EA X5000X100%=0 Steam Shower0 EA X7500X75%=0 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL14034 For 208V, 1-Phase, 3 Wire Service14034(VA) /208=67AMPSUnit #6 Demand Load Calculations (Per NEC Article 220 Parts I-III) Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 4 7 5 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 4 7 5 S F X 3 X 3 5 % = 4 9 9 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 0 E A X 3 0 0 0 X 8 0 % = 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mi c r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 0 E A X 1 0 0 0 X 7 5 % = 0 Cl o t h e s D r y e r 0 E A X 5 0 0 0 X 1 0 0 % = 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 Ele c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 Ele c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 14 4 1 1 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 1 4 4 1 1 ( V A ) / 2 0 8 = 6 9 A M P S Un i t # 7 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 4 7 5 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 4 7 5 S F X 3 X 3 5 % = 4 9 9 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 1 E A X 3 0 0 0 X 8 0 % = 2 4 0 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mi c r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Cl o t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 El e c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 El e c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 22 5 6 1 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 2 2 5 6 1 ( V A ) / 2 0 8 = 1 0 8 A M P S Un i t # 8 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) Qu a n t i t y Vo l t - A m p s DemandTotal (VA) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 1 7 2 3 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 7 2 3 S F X 3 X 3 5 % = 7 5 9 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 0 E A X 3 0 0 0 X 8 0 % = 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mi c r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Cl o t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 El e c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 El e c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TOTAL20422 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 2 0 4 2 2 ( V A ) / 2 0 8 = 9 8 A M P S Un i t # 9 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) QuantityVolt-AmpsDemandTotal (VA)General Dwelling unit Square footage1723 General & Lighting (1st 3 KVA)1000 SF X 3X100%=3000 General & Lighting (Remainder)723 SF X 3X35%=759 Kitchen Small Appliances2 EA X1500X35%=1050 Refrigerator1 EA X1000X75%=750 Dishwasher1 EA X1200X75%=900 Oven/Range (Re:table220.19)1 EA X8000X80%=6400 Cooktop0 EA X6000X80%=0 Disposal1 EA X1000X75%=750 Microwave1 EA X1200X75%=900 hood1 EA X750X75%=563 Laundry & Spa Appliances Clothes Washer1 EA X1000X75%=750 Clothes Dryer1 EA X5000X100%=5000 Sauna1 EA X6500X75%=4875 Jacuzzi Tub0 EA X1200X75%=0 Towel Warmer0 EA X800X75%=0 Mechanical Equipment Air Conditioning Units0 EA X4300X100%=0 Heat and Vent2 EA X1000X100%=2000 Exhaust Fans3 EA X50X100%=150 Electric In-Floor Heat0 SF X12X100%=0 Electric Baseboard Heat0 LF X250X100%=0 Add'l 25% Largest Mech. Load1 LS X50X25%=13 TOTAL27859 For 208V, 1-Phase, 3 Wire Service27859(VA) /208=134AMPSUnit #10 Demand Load Calculations (Per NEC Article 220 Parts I-III) Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 6 5 0 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 6 5 0 S F X 3 X 1 0 0 % = 1 9 5 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 0 S F X 3 X 3 5 % = 0 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mi c r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 ho o d 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 La u n d r y & S p a A p p l i a n c e s Cl o t h e s W a s h e r 0 E A X 1 0 0 0 X 7 5 % = 0 Clo t h e s D r y e r 0 E A X 5 0 0 0 X 1 0 0 % = 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Ai r C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 ba t h h e a t a n d v e n t 0 E A X 1 5 0 0 X 1 0 0 % = 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 Ki t c h e n h e a t f a n 0 E A X 1 5 0 0 X 1 0 0 % = 0 Ele c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 13 6 1 3 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 1 3 6 1 3 ( V A ) / 2 0 8 = 6 5 A M P S Un i t # 1 1 De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 6 5 0 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 6 5 0 S F X 3 X 1 0 0 % = 1 9 5 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 0 S F X 3 X 3 5 % = 0 Ki t c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Di s h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Di s p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mic r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 ho o d 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 La u n d r y & S p a A p p l i a n c e s Clo t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Clo t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 St e a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Air C o n d i t i o n i n g U n i t s 0 E A X 4 3 0 0 X 1 0 0 % = 0 ba t h h e a t a n d v e n t 2 E A X 1 5 0 0 X 1 0 0 % = 3 0 0 0 Ex h a u s t F a n s 3 E A X 5 0 X 1 0 0 % = 1 5 0 Ki t c h e n h e a t f a n 1 E A X 1 5 0 0 X 1 0 0 % = 1 5 0 0 El e c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 23 8 6 3 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 2 3 8 6 3 ( V A ) / 2 0 8 = 1 1 5 A M P S (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I ) De m a n d L o a d C a l c u l a t i o n s Un i t # 1 2 PR O J E C T : V I L L A V A L H A L L A ENGINEER:SOH PR O J E C T # : 1 3 0 0 9 VOLTAGE:120/208V, 1P, 3W MO U N T I N G : R E C E S S E D MAINS:125A MLO TY P E : Q O R E S I D E N T I A L AIC:10K PHASE PHASE DE S C R I P T I O N A B B K R P C I R C I R P B K R A B D E S C R I P T I O N KI T C H E N R E C E P T A C L E S 5 4 0 2 0 1 1 2 1 2 0 1 5 0 0 W A S H E R KI T C H E N R E C E P T A C L E S 5 4 0 2 0 1 3 4 2 3 0 2 5 0 0 D R Y E R DIS H W A S H E R 1 0 0 0 2 0 1 5 6 2 5 0 0 " MIC R O W A V E 1 0 0 0 2 0 1 7 8 1 2 0 1 8 0 B A T H R O O M R E C DIS P O S A L 1 0 0 0 2 0 1 9 1 0 1 2 0 1 8 0 B A T H R O O M R E C HO O D 1 0 0 0 2 0 1 1 1 1 2 1 2 0 1 0 8 0 B E D R O O M R E C RA N G E 4 0 0 0 5 0 2 1 3 1 4 1 2 0 1 0 8 0 B E D R O O M R E C " 4 0 0 0 1 5 1 6 1 2 0 1 0 8 0 L I V I N G R O O M R E C SP A C E 0 1 7 1 8 1 2 0 1 0 8 0 H A L L A N D E N T R Y L T S R E C SP A C E 0 1 9 2 0 0 S P A C E SP A C E 0 2 1 2 2 0 S P A C E SP A C E 0 2 3 2 4 0 S P A C E SP A C E 0 2 5 2 6 0 S P A C E SP A C E 0 2 7 2 8 0 S P A C E SP A C E 0 2 9 3 0 0 S P A C E 0 0 0 0 0 0 0 0 0 0 0 0 LO A D C A L C U L A T I O N S U M M A R Y N O T E : P R O V I D E A R C - F A U L T C I R C U I T I N T E R R U P T E R , C O M B I N A T I O N - T Y P E C I R C U I T B R E A K E R S F O R B R A N C H C I R C U I T S S U P P L Y I N G A L L 1 2 0 V P O W E R O U T L E T S E X C E P T I N K I T C H E N S , B A T H R O O M S , A N D G A R A G E S . CA L C U L A T E D P O W E R F A C T O R : 1. 0 0 CONNECTED LOADCONNECTED AMPSDEMAND LOAD DEMAND AMPS AP P L I A N C E S 1 5 0 0 7 1 1 2 5 5 LI G H T I N G & R E C E P T . 9 7 6 0 4 7 5 3 6 6 2 6 ME C H A N I C A L 0 0 0 0 KI T C H E N O V E N & D R Y E R 1 3 0 0 0 6 3 1 3 0 0 0 6 3 TO T A L 2 4 2 6 0 1 1 7 1 9 4 9 1 SEE DEMAND LOAD CALCS TYPICAL UNIT PANEL ** * F I N A L L O A D C A L C U L A T I O N P E R C O N T R A C T O R * * * Qu a n t i t y Vo l t - A m p s De m a n d To t a l ( V A ) Ge n e r a l Dw e l l i n g u n i t S q u a r e f o o t a g e 2 2 3 2 Ge n e r a l & L i g h t i n g ( 1 s t 3 K V A ) 1 0 0 0 S F X 3 X 1 0 0 % = 3 0 0 0 Ge n e r a l & L i g h t i n g ( R e m a i n d e r ) 1 2 3 2 S F X 3 X 3 5 % = 1 2 9 4 Kit c h e n Sm a l l A p p l i a n c e s 2 E A X 1 5 0 0 X 3 5 % = 1 0 5 0 Re f r i g e r a t o r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Dis h w a s h e r 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 Ov e n / R a n g e ( R e : t a b l e 2 2 0 . 1 9 ) 1 E A X 8 0 0 0 X 8 0 % = 6 4 0 0 Co o k t o p 0 E A X 3 0 0 0 X 8 0 % = 0 Dis p o s a l 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Mic r o w a v e 1 E A X 1 2 0 0 X 7 5 % = 9 0 0 In s t a - h o t 0 E A X 7 5 0 X 7 5 % = 0 La u n d r y & S p a A p p l i a n c e s Clo t h e s W a s h e r 1 E A X 1 0 0 0 X 7 5 % = 7 5 0 Clo t h e s D r y e r 1 E A X 5 0 0 0 X 1 0 0 % = 5 0 0 0 Ste a m S h o w e r 0 E A X 7 5 0 0 X 7 5 % = 0 Ja c u z z i T u b 0 E A X 1 2 0 0 X 7 5 % = 0 To w e l W a r m e r 0 E A X 8 0 0 X 7 5 % = 0 Me c h a n i c a l E q u i p m e n t Air C o n d i t i o n i n g U n i t s 2 E A X 4 3 0 0 X 1 0 0 % = 8 6 0 0 Ex h a u s t F a n s 5 E A X 5 0 X 1 0 0 % = 2 5 0 Ele c t r i c I n - F l o o r H e a t 0 S F X 1 2 X 1 0 0 % = 0 Ele c t r i c B a s e b o a r d H e a t 0 L F X 2 5 0 X 1 0 0 % = 0 Ad d ' l 2 5 % L a r g e s t M e c h . L o a d 1 L S X 5 0 X 2 5 % = 1 3 TO T A L 29 6 5 6 Fo r 2 0 8 V , 1 - P h a s e , 3 W i r e S e r v i c e 2 9 6 5 6 ( V A ) / 2 0 8 = 1 4 3 A M P S Un i t # 3 & 4 C O M B I N E D - P R E L I M I N A R Y C A L C De m a n d L o a d C a l c u l a t i o n s (P e r N E C A r t i c l e 2 2 0 P a r t s I - I I I )