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HomeMy WebLinkAbout10-203 200 Elm St N plans COMcheck Software Version 3.7.0 Envelope Compliance Certificate Zoos 1ECC Section 1: Project Information Project Type:Addition Project Title : TWIN FALLS HOUSING Construction Site: Owner/Agent: Designer/Contractor: 200 ELM STREET NORTH PENNY EARL RUSS LIVELY TWIN FALLS,ID 83301 TWIN FALLS HOUSING AUTHORITY RUSS LIVELY ARCHITECT, 200 ELM STREET NORTH CHARTERED TWIN FALLS, ID 83301 2068 ADDISON AVE. EAST 733-5765 TWIN FALLS, ID 83301 734-4303 russ@russlively.com Section 2: General Information Building Location(for weather data): Twin Falls,Idaho Climate Zone: 5b Vertical Glazing/Wall Area Pct.: 6% Activity a s) Floor Area Office 804 Section 3: Requirements Checklist D Ya. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factorial Roof 1:Attic Roof with Wood Joists 802 50.0 0.0 0.021 0.034 Exterior Wall 1:Wood-Framed, 16"o.c. 28 19.0 0.0 0.067 0.089 Exterior Wall 2:Wood-Framed, 16"o.c. 168 19.0 0.0 0.067 0.089 Window 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 20 --- --- 0.350 0.350 0.55 Exterior Wall 3:Wood-Framed, 16"o.c. 200 19.0 0.0 0.067 0.089 Window 2:Wood Frame:Double Pane with Low-E,Tinted,SHGC 20 --- --- 0.350 0.350 0.55 Exterior Wall 4:Concrete Block:8",Partially Grouted,Cells 120 --- 2.0 0.191 0.092 Insulated,Light Density, Furring:None Exterior Wall 5:Concrete Block:8",Partially Grouted,Cells 144 --- 2.0 0.191 0.092 Insulated,Light Density, Furring:None Floor 1:Slab-On-Grade:Unheated, Horizontal with vertical 2 ft. 82 --- 14.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. Lj 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Project Title: TWIN FALLS HOUSING Report date: 01/22/10 Data filename: Untitled.cck Page 1 of 2 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 6. 'Other'components have supporting documentation for proposed U-Factors. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 10.Building entrance doors have a vestibule equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq.ft.in area. Cj 11.Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted7X7 p proposed velope system has been designed to meet the 2006 IECC requirements in COMcheck Vere mandat xi requirements in the Requirements Checklist. RUSS LIVELY,A.I.A. _Z IC2 Name-Title °°`Si' ture Date Project Title:TWIN FALLS HOUSING Report date: 01/22/10 Data filename: Untitled.cck Page 2 of 2 COMcheck Software Version 3.7.0 Interior Lighting Compliance Certificate 2006 IECC Section 1: Project Information Project Type: New Construction Project Title :Twin Falls Housing Authority Construction Site: Owner/Agent: Designer/Contractor: Elm Street Penny Brent Wallin Twin Falls,ID 83301 Twin Falls, ID 83301 Infinity Brent Kimberly,ID 83341 (208)308-5956 infinity.brent@yahoo.com Section 2: General Information Building Use Description by: Activity Type Actives Type_(s) Floor-Area Office 792 Office 1301 Section 3: Requirements Checklist Interior Lighting: Lj 1. Total proposed wafts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2093 1764 YES Controls, Switching, and Wiring: 2. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. Ll 3. Master switch at entry to hotel/motel guest room. ❑ 4. Individual dwelling units separately metered. Lj 5. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. 7. Photocelllastronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 8. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Project Title: Twin Falls Housing Authority Report date: 01/18/10 Data filename:\\ASUS\Asus(C)llnfinity\2010 Infinity\Housing Authority\Twim Falls Housing Authority Lighting Compliance.cck Page 1 of 3 COMcheck Software Version 3.7.0 Interior Lighting Application Worksheet 2006 IECC Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Office 792 1 792 Office 1301 1 1301 Total Allowed Watts= 2093 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Office(792 sq.ft.) Linear Fluorescent 1:A:3 LAMP T-5/46"T5 28W/Electronic 3 6 76 456 Linear Fluorescent 4:B:2 LAMP T-5/46"T5 28W/Electronic 2 2 76 152 Office(1301 sq.ft.) Linear Fluorescent 2:A: 3 LAMP T-5/46"T5 28W/Electronic 3 2 76 152 Linear Fluorescent 3:B:2 LAMP T-5/46"T5 28W/Electronic 2 17 56 952 Compact Fluorescent 1:RELAMPING:Relamp Incandescent/Spiral 13W/Electronic 1 4 13 52 Total Proposed Watts= 1764 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 2093 Total Proposed Watts= 1764 Project Compliance= 329 '.iF. r Y Project Title: Twin Falls Housing Authority v Report date: 01/1$/10 Data filename:\\ASUS\Asus(C)\Infinity\2010 Infinity\Housing Authority\Twim Falls Housing Authority Lighting Compliance.cck Page 3 of 3 Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed 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 2006 IECC requirements in COMcheck V�rsllon 3.7.0 and to comply with the mandatory requirements i the Requirements Checklist. Zola Name-Title Si ature Date Project Title:Twin Falls Housing Authority Report date: 01/18/10 Data filename:\\ASUS\Asus(C)\Infinity\2010 Infinity\Housing Authority\Twim Falls Housing Authority Lighting Compliance.cck Page 2 of 3 v Y RUSS LIVELY ARCHITECT, CHARTERED 2068 ADDISON AVE. EAST TWIN FALLS, IDAHO 83301 (208) 734-4303 734-4368 Plan analysis based on the 2006 International Building Code Project Number: 0915 Date: January 3, 2010 Project Name: T. F. HOUSING OFFICE ADDITION Address : 200 ELM STREET NORTH Contractor: Occupancy: B, S-1 Designer: RUSS LIVELY, A. I .A. Construction: V-B Engineer: Report By: Russ NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2006 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 FRONTAGE INCREASE: Perimeter of the entire building = 216 feet. Perimeter which fronts a public way or accessible open space = 148 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 29. 011 for frontage increase . -- Sec . 506 .2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- 1 Storage/Stock Room S-1 ok 80 11611 0 . 01 ok 1 Office B ok 166 11611 0 . 01 ok 1 Storage/Stock Room S-1 ok 294 11611 0 . 03 ok 1 Mechanical Room B ok 55 11611 0 . 0 ok 1 Mechanical Room B ok 38 11611 0 . 0 ok 1 Office B ok 156 11611 0 . 01 ok 1 Office B ok 294 11611 0 . 03 ok 1 Assembly Wait Area B ok 159 11611 0 . 01 ok 1 Conference Room B ok 249 11611 0 . 02 ok 1 Office B ok 173 11611 0 . 01 ok 1 Locker Room B ok 52 11611 0 . 0 ok 1 Non-habitable Area B ok 472 11611 0 . 04 ok TOTAL FOR FLOOR 2188 11611 0 . 19 ok BUILDING TOTAL 2188 11611 0 . 19 ok -- Sec. 503, 504, 506 and Table 503 Page # 2 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH Allowable area and height calculations are based on different uses being separated by fire barriers . -- Sec. 508.3 . 3 .2 The actual height of this building is 20. 0 feet. The maximum height of this building is 40. 0 feet . -- Table 503 PROPERTY DESCRIPTION: North Side has a public way. - Distance to public way = 50.0 ,width = 30 . 0 Exterior wall rating based on distance to center line of public way. -- Sec. 702 .1 FIRE SEPARATION DISTANCE East Side has a property line. - Distance to property line = 800. 0 South Side has a public way. - Distance to public way = 20 . 0 ,width = 100. 0 Exterior wall rating based on distance to center line of public way. -- Sec. 702 . 1 FIRE SEPARATION DISTANCE West Side has a public way. - Distance to public way = 20.0 ,width = 40 . 0 Exterior wall rating based on distance to center line of public way. -- Sec. 702 .1 FIRE SEPARATION DISTANCE EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH WEST OCC BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL S-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL The exterior walls may be of COMBUSTIBLE material . -- Sec. 602 .5 Exterior walls are required to be fire-rated for exposure to fire: 1 . From Both sides when fire separation is 5 feet or less. 2 . On the interior side only when separation is greater than 5 feet. -- Sec. 704 . 5 up/pr = Maximum percent of openings in the exterior wall . -- Table 704 .8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704 . 8 Openings in lhr walls are required to be protected with 3/4 hour assemblies . -- Sec. 704 .12 and Sec. 715 .5 Openings in walls required to be greater than lhr are required protected with 1 1/2 hour assemblies . -- Sec. 715 .5 NL = No fire protection requirements for openings. NP = Openings are not permitted in this wall . Page # 3 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address : 200 ELM STREET NORTH Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant . -- Table 704 . 8, Note: i. * = These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches . -- Sec. 704 .11 Exception 1 : A parapet wall is not required when the wall is not required to be fire-resistive. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS -- Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES: PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 WALLS ASSEMBLIES -- Sec_ 712 . 3 Through penetrations of walls shall comply Section 712 . 3 . 1 . 1 or 712 . 3 . 1. 2 . 1 . Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712 .3 . 1. 1 2 . Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0 . 01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712 . 3 . 1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1 . In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2 . The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton_ Page # 4 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712 .3 .2 Exceptions: 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2 . Sprinklers with metal escutcheon plates. Page # 5 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712 .4 Through penetrations of walls shall comply Section 712 .4 .1 . 1 or 712 .4. 1 .2 . 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712 .4 .1.1 2 . Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0. 01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712 .4 .1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2 . Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712 .4 .2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion.' Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2 . Electrical outlet boxes that have been tested for use in fire- assemblies. 3 . Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716 .4 Where required. -- Sec. 716 . 5 1 . Fire walls. -- Sec. 716.5.1 2 . Fire barriers -- Sec. 716.5 .2 See exceptions 3 . Shaft enclosures -- Sec. 716 .5.3 See exceptions 4 . Fire partitions -- Sec. 715.5 .4 See exceptions 5. Smoke barriers -- Sec. 715 . 5 . 5 (smoke damper) See exceptions Page # 6 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address : 200 ELM STREET NORTH DRAFTSTOPPING: If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3, 000 square feet . -- Sec. 717 .4 .3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. -- Sec. 717 .4 . 1 . 1 OCCUPANCY SEPARATIONS -- Sec. 508 . 3 .3 and Table 508 .3 .3 B to S-1 = 0-hour fire barrier Note: Storage areas less than 1000 square feet need not be separated. -- Table 508 .3 . 3, b.3 . (See note about accessory areas below) Accessory occupancies shall not occupy more than 10% of the area of the story where they are located and shall not exceed the values in Table 503 without increses. -- Sec. 508 . 3 .1 No separation is required between accessory occupancies or the main occupancy. -- Sec. 508 .3 . 1 . 3 SEPARATION OF INCIDENTAL USE AREAS -- Table 508 .2 Furnace rooms where any piece of equipment is over 400, 000 BTU per hour input -- 1 hour Rooms with any boiler over 15 psi and 10 horsepower -- 1 hour Refrigerant machinery rooms -- 1 hour Hydrogen cut-off rooms not classified as Group H -- 1 hour Incinerator rooms -- 2 hours NOTE: An automatic sprinkler system is required Paint shops not classified as Group H -- 2 hours Storage rooms over 100 square feet -- 1 hour Stationary lead-acid battery systems having a liquid capacity of more than 100 gallons used for facility standby power, emergency power or uninterrupted power supplies -- 1 hour Page # 7 Code review for: Project id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING ------------------------------------------------------------------------- 1 Storage/Stock Room 0 . 0 No N/A N/R 1 Office �r\s��`r•... 2 1 0 .4 No N/A N/R 1 Storage-/Sbo`ck- Room AC1 1 0 .2 No N/A N/R 1 Mechanical Room AC 0 . 0 No N/A N/R , 4 ,� 1 Mechanical Room AC 0 . 0 No N/A N/R AC2 1 0 .4 No N/A N/R 1 Office rt 1 r ,E, 3 1 0 .6 No N/A N/R 1 Assembly- Waitrea AC32 1 6 .4 No N/A N/R 1 Conference Room 17 1 3 .4 No N/A N/R 1 Office 2 1 0 .4 No N/A N/R 1 Locker Room AC1 1 0 .2 No N/A N/R 1 Non-habitable Area AC 0 . 0 No N/A N/R TOTAL FOR FLOOR 36 1 7 .2 No N/A N/R 10 6 NOTE: Areas with 'AC1 before the number of occupants is being treated an accessory use area. This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: 6 . One exit is based on compliance with Section 1019 .2 and Table 1018 .2 10 . The number of occupants in the accessory area has been used since it contains the greater number of occupants than the rest of the area. NOTES FOR EXIT TABLE Door swing is based on Section 1008 . 1 .2 Occupant load is based on Section 1004 and Table 1004 . 1 . 1 Exit width is in inches and based on Section 1005 . 1 & Table 1005 . 1 Width shown for all areas is based on other egress components . Width shown for 1st floor is based on other egress components . Width shown for other floors & basements is based on stairways . For the minimum width of doors, see Section 1008 . 1 . 1. For the minimum width of stairways, see Section 1009 . 1 . Exits shall be continuous from the point of entry into the exit to the exit discharge . -- Sec. 1003 . 6 Page # 8 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008 . 1 . 8 .4 Exception 2 : Where a pair of doors serves a storage or equipment room, manually operated edge- or surface-mounted bolts are permitted on the inactive leaf . The unlatching of any door or leaf shall not require more than one operation. -- Sec. 1008 .1. 8 .5 Exception 2 : Where manually operated bolt locks are permitted. Exception 3 : Doors with automatic flush bolts as permitted. LOCKS AND LATCHES : Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008 . 1 . 8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2 : The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2 . 1 The locking device is readily distinguishable as locked. 2 .2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3 : Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Code review for: Page # 9 Project id. : T. F. HOUSING OFFICE ADDITION Address : 200 ELM STREET NORTH ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008 .1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008. 1.4 2 . Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008 . 1.4 3 . The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008. 1. 6 4 . Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches . -- Sec. 1008. 1.5 5 . The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1 .7 ELEVATION CHANGE: Where changes in elevation of less than 12 inches exists in the means of egress, sloped surfaces hall be used. -- Sec. 1003 .5 Exception 2 : A stair with a single riser or with two risers and a tread is permitted at locations not required to be accessible. The minimum depth of the tread is 13 inches. A handrail is required within 30 inches of the centerline of the path of egress travel . EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group B is 200 feet. -- Table 1016 . 1 The maximum travel distance in Group S1 is 200 feet. -- Table 1016. 1 Page # 10 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105 .1 .1 through 1105. 1 .6, at least 60 percent of all public entrances shall be accessible. -- Sec. 1105. 1 2 . At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1 .6 3 . Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106 . 1 -- Sec. 1106 .1 See additional requirements for outpatient and rehabilitation facilities. -- Sec. 1106 .3 and 1106.4 4 . At least one accessible route shall connect each accessible level . -- Sec. 1104 .4 See exceptions. 5 . Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104 .5 6 . On floors where drinking fountains are provided, no fewer than two drinking fountains shall be provided. One drinking fountain shall comply with the requirements for people who use a wheelchair and one drinking fountain shall comply with the requirements for standing persons. -- Sec. 1109.5.1 Exception: A single drinking fountain that complies with both requirements shall be permitted. Where more than 2 drinking fountains are provided, at least 50% shall be accessible. -- Sec. 1109.5 .2 Exception: Where 50% yields a fraction, the number may be rounded up or down. Total must be equal to 100% or required. ROOFING REQUIREMENTS: 1 . The roofing on this building is required to be Class C. -- Table 1505 . 1 Roofing may be of No. 1 cedar or redwood shakes and No. 1 shingles . -- Exception c AUTOMATIC SPRINKLER SYSTEMS -- Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 903 .2 .10 .1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. -- Sec. 903 .2 . 10 .1 STANDPIPE AND HOSE SYSTEMS -- Sec. 905 A standpipe system is not required. Page # 11 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings or shall be provided with artificial light. -- Sec. 1205 . 1 When natural light is provided, the minimum net glazed area shall not be less than 80 of the floor area. -- Sec. 1205 .2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205 .2 .1 When artificial light is used, it must provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2 . Buildings shall be provided with natural ventilation or mechanical ventilation per the International Mechanical Code. -- Sec. 1203 .1 Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203 .4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203 .4 . 1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 80 of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202 . 3 .1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203 .4 .1 .2 3 . Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203 .4.2 .1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208 .2 Page # 12 Code review for: Project Id. : T. F. HOUSING OFFICE ADDITION Address: 200 ELM STREET NORTH WALL AND CEILING FINISH: 1_ Wall and ceiling finish materials are required to comply with Sec. 803 . 5 and Table 803 .5 . 2 . Textile wall and ceiling coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 .6 .2 -- Sec. 803 .6 .1 3 . Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803 .7 4 . Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches . - Sec . 1210 . 1 5 . walls within 2 feet of urinals and water closets shall have a smooth, , hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210 . 2 INSULATION NOTES: 1 . Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450 . -- Sec. 719 . 2 (concealed installation) and Sec. 719 .3 (exposed installation) 2 . Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish.. -- Sec . 719 .2 . 1 Foam plastic insulations are required to be protected. -- Sec. 2603 ADDITIONAL REQUIREMENTS : For B occupancy For S-1 occupancy EVISED:DATE• JAN_2010 DRAWN BY: KLRI-ILLM DRAWING INDEX REVISED: Russ REV SHEET NO. DESCRIPTION T TITLE SHEET/NOTES OS OVERALL SITE PLAN I ENLARGED SITE PLAN 1.1 DEMO PLAN RECEIVED FOOTING/FOUNDATION PLAN _ 3 FLOOR PLAN JAN 2 7 2W FALL E S LP "'" , 4 SCHEDULES 1 J �1\ 5 ELEVATIONS G IBUILDINGI III- DEPT.S 6 ELEVATIONS "I ROOF FRAMING PLAN 6 BUILDING SECTIONS 9 WALL SECTIONS 10 WALL SECTIONS/DETAILS 11 INTERIOR ELEVATION 0 �1 PI PLUMBING — MI MECHANICAL PLAN J o El ELECTRICAL DISTRIBUTION PLAN/PANEL ^ O r"q E2 ELECTRICAL LIGHTING PLAN LL E3 ELECTRICAL DETAILS Z W E4 TELEPHONE AND SECURITY W -It CO TWIN F4LLS M u PLAN ANAL` 51S 2009 141"r=RIG14N Saeed on 20" Edition of International 5uildirlg Code NO. ID1(o�vOPJ150109 r4ND I D1(oi�001�0108 CITY OF TWIN FALLS � ArcHtect of Record: RJSS LIVELY ARCHITECT CHARTERED �_ r ^ T^ ,Job Addreee; 200 ELM ST.NORTH !L rr ,,) V 1 Legal Description: BY OWNER L) �...m_�__..__�..m.�,._....e..., OcculpanCJ�Claeelflcation, IS,6-1 OCCupallt Load Per Area:SEE a 1/2 5Y HIS O NI 112W Of St0r1e1 ONE Exite Required:(1) SEE 8 1/2 BY II'S IFI-�r�.11I Floc'Area:2188, Travel Dbtance per floor: Fii W Q Type of Construction, V-5 sa' Q T Maximum Floor Area AlloiI l By Code 11AII IN Emergency LlgMb: Yee:_No•. x l) SEE 5 I/2 -. II'S Exit 81gme: Yee:—No•. Automatic Sprkkler: x Yee No x Li#tklg Compliance Yee:x No; O ConCheck Yee:x No-. O ✓a' U m Area Separation: Special kapectiorle Required:(,4 1-VA ;] Psi Yee:—No. x Yee:_No: x IL1 d Q Fire Welb Req'd: Yee:_No: x Wind Load: MPH Selanic Claw D OccupanaJ Separation Seoul Load: 29 PSF Req'd: Yee:—Na X Foundation Bearing Praeeu'e: 1500 F'SF 4 d FIRE HYDRANTS WITHIN OW FN U '� CC) - TWIN FALLS HOUSING OFFICE L 245 ft, ��Fly Flo -NOT AVAILABLE Z Mh Flow Required: ' V 1 Mom") aco�Ave c AND WASHINGTON COURTS Model Req: Yee:—No: x 0 �j O 200 ELM STREET NORTH GENERAL. NOTES IL [� L MAKE NO C QA MS FROM THE IDOCIMENTS WITHOUT ComenU or Aeeulptlori 'EXISTING OFFICE IS I,384-10-FT.-ADDITION IS 804 SQFT, FIRST RECEIVIN33 WRITTEN PERMISSION FROM THE ARCH[TECT. FOR A TOTAL OF 2,188 SOFT. WRITTEN DIMENSIONS W DETAILED TION IS LACKING,OR IF DISCREPANCIES HAVE PRECEDENCE OVER SHOULD APPEAR WITHIN THE CONTRACT DOCU"ffi,ITS,REQUEST SCALED DIMENSIONS. INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDMG WITH VERIFY DIMENSIONS AND THAT PORTION OF THE WORl NOTIFY THIS OFFICE OF 2. W-EN REFERE1110E IS MADE TO A MATERIAL SYSTEM,ALL PARTS ANY VARIATIONS. CITY OF TWIN FALLS AND MATERIAL FERTINEFTT 10 THE IIANILFAc"TURE'6 SYSTEMS SPECIFIED SHALL M MARAw.,L"Iu.T3 AND I1,15TAL.LEP. THESE DRAWINGS ARE I THE PROPERTY O 3. THE CGN'TPA?;,TOFk SHALLi"�:FY Ad..,L DS9'9k7n6SICkd€',AND ARCHITECT AND { VICINITY M 4P CONDITIOW AT THE SITE I �STA ITMG Wife,AND THE NOT BE REPRooy ARI IECI SHALL BE NOTIFIED OF ANY D18C REPA4KCIES. EJu-- 5j—o ns have NTS 4. ALl. MATERIAL_CALLED OUT IS hda.W LINL.E80 OTHEY2Wlee MDICATED. and approved9. TYPICAL.DETAILS 8HAI-LL A"-4.Y IN AU-CA a8 Ltb..£SS PA"ECIFIC ALLY E%H+OWN OT44EftJi�E:- IU�tE NO DETAIL 18 ion SubjectSHOLIK CONST TION '#w'IAL-d.2.'s?'i,61Z�4rAI.W FY.7F,?,.QJI'I R s ectlonSIMILARWOW, LICENSED b. ALL CONBT 'TION TO MEET OR F..XC;W 2 o°a I.&C. D� AAIR 288CT ROSS LIVELY NOTE 1/21/2010 STATE OF IDAHO , VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2009: •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND JOB NO. y PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS SHEET NOT TITLE DATES JaAI_2010 DRAWN BY: ICL&6L CHECKED: �JSS REVISED: THIS CONTR4CT I I I d) N Q w Uj I I �} CLINTON LANE I wI I Q co O W �' m OFFICE -jr- w � co CO O I SN01' �----- ^ w I ^ E-1 w — E-1 co � I ad xwA FIRE 4YD T I zo I U I 0 Wz w � a I 04 I � � CC) Cc W Tn w ' 0 p . I NOTE: LEGAL BY OLJNER I WRITTEN DIMENSIONS HAVE PRECEDENCE OVER Q I I SCALED DIMENSIONS. n ' I VERIFY DIMENSIONS AND Q I I NOTIFY THIS OFFICE OF ANY VARIATIONS. F , THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY -- �� NOT BE REPRODUCED. I , I I I I I LICENSED Ak:FI cr DIM o r I R/��II sraTE cF ro vlo , SITE FL,4 �l l`�1 - UJASHINGTON_C�OURTS Sc ALE: I' 50'-0' - JOB N0. 0918 SHEET NOO - SITE DATE' -TAIL 2010 DRAWN BY: KLRHLLM CHECKED: REVISED: EXISTING DUPLEX I EXI5TIN6 BUILDIN6 I 5ETBACK LINE / I I _ 8O4 50.FT.OFFICE ADDITIO I / cop" co NOTES: G� cco I a I r z CLEAN OUT o &RAPE PROTECT AND MAINTAIN W❑I PROTECT AND MAINTAIN TREE. v' cc OR REPLACE ENTIRELY(FIELD VERIFY LOCATION) E- `'�"'R� REMOVE AND REPLACE SEWER LINE ry WITH SCH.120 PVG OR C-SOO FXG. Fil PROTECT OR RELOCATE LOATE TELEPHONE ' GAS— LINES. T I I /I �*�. � � � ��� „-• -^lT pg�,GTICE TG � E"� I / / � � 1 (;j:,Th"•••,"_ g7G�„JI1i.:,TL-R � � T� IN lu o � / � o � o w GX*1 M_ - 1.4 IL OC) 7u M 0 o3 ��yO i METER v (L Fil N E-4 EXISTING MAINTENANCE SIiOt ? WRITTEN DIMENSIONS \{/1 HAVE PRECEDENCE OVER Lu SCALED DIMENSIONS. VERFY DIMENSIONS AND NOTIFY I ANT THIS OFFICE OF I THESE DRAWINGS ARE THE PROPERTY OF THE �-'• r ARCHITECT AND MAY NOT ITBE REPRODUCED. 1.0 I �%��.__ i=AiRT I r4L SITE FLAN WASHINCsTON COURTS I SCALE: 1/6' = I'-O' OFFICE ADDITION Fjti LICENSED ARCHITECT I PA299 I I I RUSS NOTE ' STATE OF IDAHO I VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF WM I •THE CONTRACTOR I$REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS JOB NO. 15 I PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' I •PROOF MAY 5E 5Y RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS (=SHEETNO1 ..._..ti._............�...- _,,.._..�_.®,..�_.d.,.� ___ _.�...�_,_......__._...._ DATE JdN- 2010 DRAWN BY: KLt24L.LM CHECKED: -4 REVISED: NOTES: ❑A REMOVE EXISTING BRICK REMOVE EXISTING WINDOWS AND FRAMES AND PROVIDE ROUGH OPENING SITED FOR NEW WINDOWS. REMOVE EXISTING WINDOWS AND PATCH OPENING TO MATCH EXISTING. REMOVE BRICK AND PROVIDE OPENING FOR NEW VAULT DOOR(SEE DETAIL BELOW) E REMOVE EXISTING ROOF TO ALLOW FOR ❑A D A ❑E THE CONSTRUCTION OF THE NEW ADDITION. REMOVE EXISTING WALL AND WINDOWS co AS REQ.FOR NEW CONSTRUCTION 0 O RELOCATE EXISTING DOOR FRAME AND m PATCH OPENING TO MATCH EXISTING. J Y--i o L -J ❑ REMOVE EXISTING WALL � HwNyco __-- -- - Mr,,i yI co REMOVE VINYL TILE.0 co REFER TO ASBE TOOS SURVEY IN W v PROJECT MANUAL. LJ UR RE�EOVE AND DISPOSE OF EXISTING 14 NH F I � U EXISTING ATTIC ACCESS G u) I ILI 1 1/2 HOUR STEEL DOOR 5/16' X 6'STEEL PLATE W/ W 2 E FRAMES CONTINUOUS HEAD WELD TO ANGLES. 6 JAMBS < U QI 1 OF HEAD AND JAME38 SIDES 1^ O 1 a L --_-_- ------ o z VERIFY W/DOOR 4' 3-4'1 E-4 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF D E TA I L (mNEW VAULT DOOR) ANY VARIATIONS. I.I SCALE: 3/4' 0 1'-0' THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. OFFICE ADDITION Fl LICENSED ARCHITECT AR 288 NOTE: •a,r,_ VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 200'B RussuVELY p 0 REFERENCE NORTH 1/21/2010 DEMO I L / N •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND srATEOFIDAHO TRUE NORTH PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' SCALE: 1/4' 1'-0' 1494' •PROOF MAY SE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS JOB NO. ==SHEETN011I DATE• JAN 2010 DRAWN BY: KLfZHLLM CHECKED: .g NOTE" SOLID GROUTED CELLS REVISED: VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 200E •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND 04 BAR VERT.024'O.G. PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE Nil _STATES'. TYP AR B •PROOF MAY BE BY RECEIPTS BAR CODES R O MANUFACTURE'S STAY'dEr Tom, BOND BEAM W/(2)04 BAR CONTINUOUS LOCATED •4'-0'O.C.(TYP.) 0. Q (3)04 BAR CONT. 40'-0' z F 4'CONC.FLOOR(TYP.) �o f V-0'BY V-0'BY 6'THICK 2 t CONCREE PAD FOR HVAC. FIEL7 VERIFY GRADE AND _ - - - - - - - - - - — - - - - ' �,. LOCATION. - — — — — — — — — — - - -- - — — — — — — — -- j 24' l I A co 14-4' 2 1--)ET 1 A I L -�THICKENED FOOTING z w � M 1 co N G� a0 0 2 Z I 2 U 1, O SS.B EXT.SHEATHING F�"1 2 1 I I M BRICK TIES•24'O.G.(TYP.) 1'AIR SPACE �../ I/2'X10'AB.•4'- FLASHING O.G. 4 12'(MAX)) � . E4 FROM CORNER 1/2' m WEEPS 04'O.C. T ,�r ly V .e, I I � 11 �I WII-II II -IIf� -II- _ - -III- 04 BAR(VERT.)•24'O.G. 1L=ll-II1 4'-lll II- Jl- ALT.BENDS �v — irl �lll—II— 1—ll1IIIII= —II L=1 I— j * W (2)04 BAR CONTINUOUS EQ.SPACED _ iA — V RIGID INSUL.IN 6' 6' 6' O Q 2'-0'FROM EXTERIOR 1-6, 04 BAR ORIZa EQ.SPACED 3: cn 2 DETAIL (•TYP.2X(,WALL) a 2 SCALE: 3/4' = I'-0' REFERENCE004% NORTH TRUE NORTH BOND BEAM*4'-O'O.G. W Z U1 FOUNDATION PLAN (OFFICE UNIT) 14.94 W/(2)"4 BAR CONTINUOUS 0 N O SCALE: 1/4' = I'-0' 04 BAR VERT.®24' Or- d P4 CQ BRICK TIES A24'O.G.(TYP-) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER CONCF.ETE NOTES SCALED DIMENSIONS. - W/I' E$EXT.SHEATHING VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. I. FOUNDATION TO BE FLAT,LEVEL t SMOOTH. ALL I'AIR SPACE EDGES ARE TO BE STEEL TROWELED OR GROUND 0. FLUSH. THESE DRAWINGS ARE FLASHING THE PROPERTY OF THE 2. ALL DEFORMED BAR REINFORCEMENT TO BE ARCHITECT AND MAY GRADE ISO STEEL. 1/2' 0 WEEPS 64'O.G. NOT BE REPRODUCED. 3. PROVIDE A BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS. OFFICE ADDITION 4. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED AT A MAXIMUM OF 20' AND SCORE MARKS AT* O.C. Q.' - - " LICENSED AT ALL CONCRETE WALKS UNLESS NOTED OTHERWISE. - -1Ti=i -TTT (2) 4 BAR CONTINUOUS 111 =11I -1 f 1=1I-T�=ilh� EQ SPACED ARCHITECT 5. INTERIOR CONCRETE SLABS AND FOOTINGS SHALL BE 9 - = -II=II= H=ll� -1Tf- A R2ea I- -III iTl Tfi-1 I1= �4 TRANSIT MIXED AS PER ASTM C-S4 WITH A MINIMUM l-III-f a COMPRESSIVE STRENGTH OF 2800 P.S.I.AT 14 DAYS. - (DESIGN STRENGTH = 4000 PS.I.9 28 DAYS.) 1= 04 BAR(VERT-)•24'O.C. _III-111- ALT.BENDS 6. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED -- -- II d TO A DENSITY OF S5% AS PER ASTM D-155 I. FOOTINGS -SHALL BE PLACED ON UNDISTURBED EARTH. - 10 1. ALL SPLICES IN REINFORCING SHALL BE TIED WITH A V RIGID INSUL.IN STATE OFIDAHO MINIMUM LAP AS FOLLOWS: 2'-O'FROM EXTERIOR (3)04 BAR(HORIZ.) (A) HORIZONTAL REINFORCING - 40 DIA. I'-6' EQ.SPACED (B) CORNER REINFORCING - 40 DIA. JOB N0. 0915 S. ALL EXPOSED VERTICAL CONCRETE SURFACES SHALL HAVE ALL VOIDS,AIR POCKETS,ETC.,FILLED AND 3 DE TA IL (s TYP.8' CONCRETE/GMU WALL) BLENDED TO A UNIFORM FINISH. SHEET N0� \111 SCALE: 3/4' 1'-0' FOUNDATION DATE. JAN- 2010 DRAWN BY: 1U-EkL CHECKED: REVISED: 12'-10' 12'-10' 14'-4' �i rZ�� `rvlYUt2 TvlrS � — — — — - - - - — � "J << 0� II 0 STORAGE I O 10 0 0 NEW-VAULT d� ^ 112 9 ~ 0 9 OFFICE 0�1Z E M�+�1 V m q, M L —. 2 3 ---- 3/4 INCH PLYWOOD, FULL KALL. FOR HOME --- SERVER RUN AND SERVER BOARD. oy MECH. p IL wwF�-1 od xwQ 0 ©cc u { loci {o r ctceS w(e s l,�sed L GENERA -OFFICE / CORRIDOR - - - - - � CAlCI �. vsE [(T� �x• 11! E �vt(c1 IDS f Sul I$C 7-90Z.Z v cA Z 3:5 t— - - - - - — - - O 0�3= aEncn _ w a z�t� II � - - - - - - - - - - - -BAFl B m� m —I * Q � "'� ENTRY a 1+1 e 04 CONFERENCE IL E dN 06 8:6 \�, wZ � � � v OFFICE a L- E_o I01 E"I r_ WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 9 Y a m L y U fi SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF i;a- ANY VARIATIONS. + O O THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. Fj OFFICE ADr->ITION LICENSED ARCHITECT AR 288 NOTE: RUSS LIVELY I/Z1a010 VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2009: STATE OF IDAHO *THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AN9 PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' JOB NO. OB15 FLOOR PLAN (OFFICE) •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS SCALE: 1/4' = I'-0' SHEET N0� FLOOR PLAN DATE- JAN,2010 DRAWN BY: KLJPJ4LLM CHECKED: RIBS FINISH SCHEDULE _ WINDOW SCHEDULE REVISED: F41 NO. NAME BASE CEILING FLOOR WALL COMMENTS WINDOW MATERIAL FRAME STYLE MFG. COMMENTS O p zrU pNI 2z N ww U IL gWw1-3 K� ct> Q ,T_z o r> � pip Lu � �pz X[Uq— pv F zU�O�nQ Q Lu m x x x X ANDERSEN IMULLED TOGETHER m F w Z > 535-A551 X X X X MULLED TOGETHER 121, Cz > z xxx x x >-i u � q D 4 3 X X X BORROWED LITE 101 OFFICE • • • • 102 OFFICE • • • • __ 103 OFFICE • • • • _ __ ¢'88' 104 ENTRY • • • • ASBESTOS ABATEMENT REQ.FOR VINYL TILES 105 GENERAL OFFICE • • • • _ Q 106 CONFERENCE • • • • P4535 `n a F'S535 y_ 101 CORRIDOR • • • • A u n 100 BATHROOM EXISTING RM TO REMAIN 'AS IS' T NN 109 SERVER • • • • W 110 MECHANICAL • • • • CO AN451 A551 z r, CO III EX-VAULT • • • • ASBESTOS ABATEMENT REQ.FOR VINYL TILES �� W c.✓�M IIII II♦--/II 0 II/'� II IID II 112 NEW-VAULT • • • • , 113 STORAGE • • • • DOOR SCHEDULE NUMBER SIZE TYPE MATERIAL FRAME ELEV. HARDWARE GROUP NOTES t REMARKS PAINT t STAIN: GENERAL NOTES: 1 3'0' x -8' SC WOOD WOOD A 1 KEYED LOCK � I. ALL TRIM(DOORS,WINDOWS,FRAMES,ETC.)TO BE PAINTED QOOR5 TO MATCH EXISTING —2 3'0' x 6'-8' SC WOOD WOOD A 2 KEYED LOCK ~ N 1. ALL WOOD DOORS TO BE: SOLID GORE (STAIN GRADE BIRCH 2. ALL CEILINGS AND WALLS TO BE PAINTED. 3 3'0' x 6'-8' SC WOOD WOOD A 2 KEYED LOCK DOORS)W/STAIN TO MATCH EXISTING WINDOWS 4 3'0' x 6'-8' ST STEEL STEEL B 3 I I/2 HOUR RATED �•/ r�4, I. ALL NEW WINDOWS ARE ANDERSEN WHITE, LOW E-TINTED GLA55 3'0' x 6'-8' RE-USED RE-USE - RE-USE EXISTING DOOR O W 1+1 2.USE WOOD CASING m DOOR t WINDOWS TO MATCH EXISTING. REFER TO PROJECT MANUAL FOR ALTERNATE MFG'S. .. _ 2'6• x 6'-V SC WOOD WOOD A 2 KEYED LOCK xx � TYPE LEGEND O ~ ~ SC SOLID CORE WOOD DOOR � ST I V2 HOUR FIRE RATED STEEL DOOR QU W HAREDWAF,E GROUPS DOOR ELEVATIONS W W A a c 113 I:_ KEYED LOCK 1--1 2, KEt'ED LOCK,PULL ASSIST HANDLE,KICK PLATE Q 112 IL co Flo-3 102 3: PROGRAMMABLE SECURITY ELECTRONIC KEYPAD, / SOLID co / STEEL U Zj OC S OKE GASKETS,L DEAD BOLT DOOROVERRIDE, CLOD DOORSTEE 4 W Z l--1 /a2l` DOOR FRAME 0 O 0 ILA L" (L � � [� a O O / II un III ,mac WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VIER INOTIFY THIS FY NOFF OFFICE SIONS AND © 5 6 ANY VARIATIONS. 0 THE I� RE THE P ROP ERTYOOFATHE ARCHITECT AND MAY NOT BE REPRODUCED. OFFICE ADDITI 10IJ O O 10 LICENSED 1 ARCHITECT AR 288 O O _ NOTE RUSS LIVEI Y VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2009: 1/21/2010 STATE OF IOAHO *THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' FINISH PLAN JOB NO. m915 •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS. SCALE: 115' = l'-O' SHEET N04 S 4 SCHEDULES DATE' JAIL 2010 DRAWN BY: KLRI4L CHECKED: 1' -g REVISED: ks 10 -- P5535 P5535 co COLORED METAL FASCIA P4535 P4535 - - / EXISTING:WINDOW TO REMAIN q Q 0 (MATCH EXISTING:) r BRICK VENEER(MATCH 4551 y-A�51 - METAL TRIM ABOVE NEW WINDOWS TO w MATCH EXISTING:FASCIA Z TING:)EXIS AN451 AN451 \ co W d' 00 I I rWr l NEW ADDITION V SOUTH ELEVATION SCALE: 1/4' 1'-0' O W Fr1 2z � � CONTINUOUS RIDGE VENT `\ n BY ROOFING:MFG. 30 YR ASPHALT SHINGLES _ OVER(2)LAYERS OF " - — I- LL. Cn 15 _ Co jI BUILDING:FELT(MATCH EXISTING:) \� w Z M--i COLORED METAL FASCIA (MATCH EXISTING) HE/No [L ~ � 0 E� BRICK VENEER(MATCH WRITTEN DIMENSIONS EXISTING) HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND _ — NOTIFY THIS OFFICE OF . . . . . . —Elm ANY VARIATIONS. I I J - THESE DRAWINGS ARE L THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. NEW ADDITION — - OFFICE A2DITIONS UJEST ELEVATION LICENSED � ARCHITECT SCALE: 1/4' 1'-0' Alt 288 Russ LNRY I/YI/2010 NOTE; STATE OF IDAHO VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2001B •THE CONTRACTOR IS RE EQUIRD TO PROVIDE PROOF THAT ALL MATERIALS AND JOB N0. 0915 PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS. SHEET N05 ELEVATIONS DATE' JAN- 2010 DRAWN BY: KLRHL CHECKED: RILg-g REVISED: CONTINUOUS RIDGE VENT BY ROOFING MFG, 12 4 —_- 30 YR ASPHALT SHINGLES OVER _ - - -- (2)LAYERS OF 150 BUILDING -- - -- - FELT(MATCH EXISTING) COLORED METAL FASCIA MATCH EXISTING (MATCH EXISTING) � �1 O CrJ ❑ �� r�� r,L,T,rL�L� 0 O BRICK VENEER W v co (MATCH EXISTING) z I co W Cc NEW ADDITION EXISTING POWER SERVICE EXISTING TELEPHONE EXISTING GAS LINE m EAST ELEVATION O W W O SCALE: 1/4' = I'-O' _ Z TO BLEND W/EXISTING A W Z ROOF OVERHAN,:a --- --.- COLORED METAL FASCIA �mL _ (MATCH EXISTING) :3 `�T '" - •' ��]2jji 30 YR.ASPHALT SHINGLES OVER O O (2)LAYERS OF 15"BUILDING m FELT(MATCH EXISTING) z i. �G L - C co W24 THRU-THE-WALL - _ Li Z HEAT AND AG MATCH EXISTING O O �Ny BRICK VENEER d Fil (MATCH EXISTING) _ FF.e WRITTEN DIMENSIONS HAVE PRECEDENCE OVER I SCALED DIMENSIONS. Iy VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF WINDOW REMOVED ANY VARIATIONS. BRICK VENEER NEW ADDITION THE PROPERTY OF THE (MATCH EXISTING) THESE DRAWINGS ARE ARCHITECT AND MAY NOT BE REPRODUCED. NO,TP ELEVATION OFFICE ADDITION SCALE: 1/4' = I'-O' LICENSED ARCHITECT AR 288 RUSS LIVELY /2010 NOTE-, OF IDAHO'�' ID HO STATE VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 20013 •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND JOB N0. PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS SHEET NO6 ELEVATIONS .._.-.-......___.._....._......_.,.__.........,-......_.:....._: DATE. JdN_.2010 DRAWN CHECKED: TYPIGAL HEADER 15 A 5 1/4" X 9 1/2" REVISED: VERSA LAM BEAM O5 1/2" X 9 1/2" B VERSA LAM BEAM N 2X6 LOOKOUTS*24'O.C.(USE REVERSED JOIST HANGER X W TRUSS DESIGN M MATCH EXISTING TOP CHORD DESIGN: .4 _ _ WIND LOAD ■ 90 MPH _ _ SNOW LOAD • 25 PSF T _ _ _ DEAD LOAD ■ 12 PSF _ TOTAL DESIGN LOAD (TOP CHORD) ■ 31 PSF J L BOTTOM CHORD: - DEAD LOAD • 12 PSF DOUBLE GABLE TRUSS HOLD DOWN 5-1/2"AND RUN LOOKOUTS NOTES: (2xb's)OVER,(USE REVERSED I- SUBMIT SHOP DRAWINGS TO ARCHITECT,(STAMPED 0 O e _ - _ _ I- - _ _ _ - I� ° JOIST HANGER). BY ENGINEER).FOR APPROVALS BEFORE FABRICATION. �p A I--- OVERHANG WILL NEED TO BE FIELD 2- USE HURRICANE CLIPS ON EACH END OF EACH TRUSS. N h+l M N V' OUT TO MATCHEXISTINC3 F/h6GIA W I co - - - - - - - - - - - - - -.__ I w �NOTE: co _ .._.....--_.VERIFY RAFTER 50PPOIZI E-4 CO TO E:. Il,T'INO IALAL.L VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2009: w I •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND 4. 1'� - - - B - - - - - -- PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES'r - • R .B R COD .OR G �2XIO RAFTERS®I6" O.G. !L2 — `i:: iL Qi 3: E-4 • I .I I I I ..:•I .•'I.,,..I. !, I• ':I. !'. L,,.I I. a2 I/2 n Q m v= : . .f..`.`.'.1 Z 1 1 1 1 II 1 V DBLE TRUSS I II I I' I I I I I `� 'I, I i I,.••'+/• I II I I I I I I I I II� 1 II I __ _ y1 OUT BACK EXISTING ROOF A5 REQ.FOR r TMATCH EXISTING 5'-0'MIN. O 1.4 U) U) NEW TRUSSES r a �+�+ II II TRIM® 51TE w = HAND STACK FRAMING 8 1 _ 1 1 1 1 1 11 LiIJ �71 r TI\UJJ PROFI d) OVER EXISTING ROOF I BAT M L H (USE 4 1 2XV9®Ib"O.G) — + — 0 N6 2X8 RAFTERS 2xIO BOTTOM GHORD5 TO EXIST 1 12 SITS ON EXISTING 1- LL ®24"O.G. r E 5TIN6 ROOF RAFTTEERS®I6"O.G. 02 1/2 GLUE-LAM.HEADER USE J015T HANGER5 r d C-' L, 8 EXISTIN5 2X8 1 II RAFTER ENDS I7 T I I I I I r I I I 1 I I I I I I I I 1 WRITTEN DIMENSIONS HAVE PRECEDENCE OVER MATCH EXISTING SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. TRUSS II5!I PROFILE (DBLE, TRUSS) THESE DRAWINGS ARE I f rl ,Y•W = I �,J THE PROPERTY OF THE =L��_41L,! I I { ARCHITECT AND MAY ] NOT BE REPRODUCED. ��II 1 I I I I I I I I II I I II 1 OFFICE ADDITION ' 12 LL — — � I i i L L L J L iL —I— L - - L I a2 I/2 LICENSED ARCHITECT AR 288 FIELD VERIFY .I�n MATCH EXISTING eussuvew �'" � REFERENCE NORTH SITS ON TOP ROOF PLAN (OFFICE UNITJ OF PLATE I/21/2010 TRUE NORTH STATE OFIOAHo SCALE: 1;4' = I'-0' 14.940 TRUSS IIBII PROFILE (SINGLE TRUSS) JOB N0. 0915 SHEET N0� ROOF DATE- JAN. 2010 DRAWN BY: KLFJ4L CHECKED: -g REVISED: A 9 B 5 2X8'5 016'O.G. (OVERSTACK) ° O 1 A co --- --- EXISTING 2X8 RAFTERSLL co W W cc CO --- INSTALL R-50 ATTIC INSUL.*NEW CONSTRUCTION 6 ADD TO EXISTING ATTIC INSUL.TO BRING THE TOTAL M TO R-50 JOIST HANGERS FOR EXISTING 2X8 RAFTERS ll6'O.C.) 7) km4m - ----- U rI EXISTING CEILING O BLEND NEW CEILING W/EXISTING N 9 <DRYWALL EXISTING HEADER U EXISTING FINISH FLOOR 77 •.�1. Ir_u` Q .� R=i IIl-- ui w-Ill-i= - F IL Cc Ll 03 � O �r (L WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY A BU I LID I NG.T, 0-E-E T I C)1_\1_ NOT BE REPRODUCED. 8 SCALE: 1/2' I'_o, CFI ADDITION LICENSED ARCHITECT AR 288 RUSS LIVELY NOTE: I/2�/2010 VERIFICATION OF 5EGTION 1605 OF THE ARRA AGT OF 200q: STATE OFIDAHO *THE GONTRAGTOR 15 REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND PRODUGT5 USED IN THI5 PROJECT ARE "PRODUCED IN THE UNITED STATES". JOB NO. 0915 •PROOF MAY BE BY REGEIPT5,BAR GODES,OR MANUFAGTURE'S STATEMENT5. C=SHIETNO.q8CTION DATE. JNJ 2m10 DRAWN BY: KLRHL CZ)NTINUOUS RIDGE VENT AND CHECKED: 30 YR.ASPHALT SHINGLES OVER REVISED: (2)LAYERS OF Il BUILDING FELT(MATCH EXISTING) 5/6'EXTERIOR GRADE PLYWOOD DOUBLE(GIRDER)TRUSS(B) lU/RE10�E D H 2ANGERS DOUBLE GABLE TRUSS HOLD DOWN 5 1/2' t RUN LOOKOUTS OVER METAL SOFFIT(MATCH EXISTING) (MATCH EXISTING) MATCH I �1 0 Q BRICK VENEER W/TIES a2'-1 O.G. A O VERT. t HORI2.(MATCH EXISTING) 141 R-50 ATTIC INSUL. WL co co m BLEND OD T EXISTING HEADER CEILI DRY ALL OP C OPENING "' 5 I/2 X 9 1/2 VERSA-LAM WRAE t FOR DOORS) 108�0' !�� A - CEILING 6'x4'x5/16' ANGLE W/1/2'x4'LAGS a 16'O.G. FACTORY PRIMED(TYPICAL)FIELD PAINT PHEAPrER t CEILING TO REMAIN. ANDERSON WINDOW OTCT t MAINTAIN ROWLOC SILL ADD INSUL.TO OBTAIN R-50 IN EXISTING Ell h+M 5/6'DRYWALL ON CEILINGS Q� 2X6 DFJLAR°2 OR BETTER a16'O.C. R-50 ATTIC INSUL. Q W/R-19 GATT INSUL. BRICK VENEER(MATCH EXISTING) BRICK TIES a 24'O.G.(TYP)EACH WAY zo l/IFi'O.S.B.EXT.SHEATHING W/150 FELT 7d 1'AIR Ill FLASSHINGHING WALL t BRICK TO BE REMOVED AS I_ 1/2'DRYWALL t VAPOR FOR NEW WALLS t INTERIOR WINDOWS g W A a - BARRIER ON WALLS d) 1/2' o WEEPS 64' O.C. U III IIL�II 17 ll� III 11 Ii i III _- _ �j _ III it—1 ul ul In II—III ur° -r_ 1-L III III -1L it r — f III T III it f _ Ij��J� � ]T O � _z O T�III III III—17 I l lil:.ul II�I� _� II lii Li—�—Li—� � III—III—III—III�III ° III— � E 1 III I l l II i 111 IM�il�-)li�-T � �III�II�1)-i i IIII I�I�� II I III':I:�Illllili Ii,ll�l lilllillll� -1_�k� �?I=1fT n _r WRITTEN DIMENSIONS HAVE�I lillllll — PRECEDENCE SCALED VER VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. d, SEE SHT.2 FOR THESE DRAWINGS ARE THE PROPERTY OF THE DETAILS 1 DIMENSIONS ARCHITECT AND MAY NOT BE REPRODUCED. OFFICE All SECTION a NEW NORTH WALL 14B SECTION - EXISTING NORTH WALL 9 SCALE: 3/4' I'-0' 9 SCALE: 3/4' . I'-0' F1 LICENSED ARCHITECT .. AR 288 NOTE: RUSS LIVELY 1/2V201fd VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 21 srATE OF IDAHO •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND JOB N0. 0915 PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES •PROOF MAY BE BY RECEIPTS SAR CODES OR MANUFACTURE'S STATEMENTS SHEET III DATE' JdN_2010 DRAWN BY: tQ.8k L CHECKED: REVISED: 30YR ASPHALT SHINGLES OVER (2)LAYERS OF 150 BUILDING FELT(MATCH EXISTING) R-50 INSUL. (2)LAYERS OF 5/8'DRYWALL IN VAULT AREA BAFFLE W/1-12'AIR SPACE I co 2X8 P.T W/12'4 AB 64'-0'O.C. A 12'FROM GONERS co Pro�h� r�bl 1 W O PR NG FIRE E TRUSSES®24'O.G. Z I co 6(2X TOP CHORD) In PERFORATED METAL SOFFIT W � co (MATCH EXISTING) T.OP.a �' � Nj — — T-�� i z 108'-0'3 �4 IXS FASCIA OVER 2X8 0 CONT.(MATCH EXISTING) BLEND TO EXISTING J 0 FASCIA HEIGHT lu •4 BAR vERT.�2'-0'O.C. �� WA fV 8'CMU WALLS-SOLID<3ROUT CELLS > A FRAME DOWN TO NEW WINDOW HEIGHT. O O FINISH EXTERIOR W/METAL 'FASCIA W w 0 BRICK VENEER w'� MATERIAL' <FINISH INTERIOR TO MATCH (MATCH EXISTING) s EXISTING M� J 8'BOND BEAMS +4'-0'O.G. W X Q^I W/(2)04 BARS Z w A T 1� Ili BRICK TIES 624'O.C.(TYP)EACH WAY 7/16' O.S.B.EXT.SHEATHING W/150 FELT �.1 O mo 4 I' AIR SPACE O 1 pg FLASHING W 12' f WEEPS 94'O.C. 1�1 Y�1 Qj uD FF. — FF.• a Ili IL Co V1 III-III�II III=III II =III III _Jl LI-I III ' '^ 111�11 _ll1rII�IILlll11111111 ` 111111111�111111�1111111�III=1Y1-11 Inlllll�l I�Iu�I�IIILI�II�II ' Ill�ln�nlllll�ll��lllllll J��� nllllln V1 =1ILI 1�=n�I =ll Ti I-III-I 1=1 u-III-I 1I- - - -I �I -I I1 T�ITT Ti = =1I I- =n G1TI=1 =1 1=1TI III L-MI I 1=1 n 1= 1jI= 11=1 _ 1 I� -1TI-1 1=1TI=1 1=1TI=n Y i1Lml�I- ;,, b�C o Q I�Ti-n 1=ITI=1 a 1 - w C-' �JTi=1T�Ti=ITI 11-111 I-1T_1 - �I -111d 11=1111m 1 — '�IIII e II 1111 =III=II 11 �RII=1 HARITTEN VE PRECMENSION OVER ° SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF a ANY VARIATIONS. THESE DRAWINGS ARE /'� T�I THE PROPERTY OF THE 4 t ESE /T I OI V -WALL ARCHITECT AND MAY ^SECTION � W'�-L NOT BE REPRODUCED. IO SCALE: 3/4' = I'-0' 10 SCALE: 3/4' = I'-0' OFFICE ADDITION LICENSED ARCHITECT AR 288 NOTE, OTE. RUSS LIVELY 1/21/2010 VERIFIGATION OF SECTION 1605 OF THE ARRA AGT OF 200q: sTATEOFIDAHO •THE GONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIAL5 AND JOB N0. �1 PRODUGT5 USED IN THIS PROJEGT ARE "PRODUGED IN THE UNITED STATES". •PROOF MAY BE BY REGEIPTS, BAR CODES, OR MANUFACTURE'S STATEMENTS. SHEET NO1 O SECTIONS DATE. JAN_ 2010 DRAWN BY: KLR�-IL CHECKED: I' .g REVISED: co � O tp Q c O A w co co DOUBLE TRUSS 'B' W/2XIO BOTTOM CHORD zL-------L'-------------J-4 EXISTING HEADER TO REMAIN �.- ---- __-- -IIIII I-IIIIII-III II-IIlI O- II I 1111 =��IIIIIII�II II 0120 1 0 r EISTMz- - --- -=-- - CE0 Trr OOFII TO OFp01 I xxOp ~Oy rr��~ NEW I 1/2'VERSA LAM HEADER N NEW WALL FIXED,TEMPERED GLASS. MIRRORED FACE,THIS SIDE U T� �l�NFyL../l�lI1 I I I I I I � co A D E 1 A I L INTERIOR WINDOWS) o O II SCALE: 1/2' • P-0' WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. OFFICE ADDITION LICENSED ARCHITECT A 2 88 1/2 00 STATE OF IOAHO JOB NO. 091$ C EET N01 I INTERIOR ELEV. DATE: JAN_2010 DRAWN BY: KLRULLM CHECKED: -g REVISED: NEW 3/4' T 3/4' EXISTING - _ 1/2' PIPE RELIEF TO &I AFF CLEAN OUT g GRADE OTEC7 <MAINTAIN 'ARISTON' OR APPROVED EQUAL 0 Q OR REPLACE ENTIRE I LD VERIFY LOCATION) 2.5 GALLON WATER HEATER �--1 NOTE 3 0 BALL VALVE PORT IL W LLIIINE�SCVE 4 HEDULE 120 IT GING SEWER I/2' 1/2' � co COLD F+-1 Lu - - - - - - - - - - S - - - - - - - - - - S - '- - - - - - -- HOT Fl 25 GALLON WATER E 4 HEATER - 9)SEE DETAIL THIS SHEET. N�� �IPING DETAIL NOTE 2- J OTE I _ - NTS QI E-4 o aE 0.4 A a � w I;: IL co Ld & � o WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY THIS OFFICE OF ANY VARIATIONS. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED. NOTE: OFFICE ADDITION I. PROVIDE 14XI4 ACCESS DOOR FOR BUILDING WATER SHUT-OFF VALVE THIS SIDE. 'ACCESS-ABLE' OR EQUAL. LICENSED 2. EXTEND COPPER CONDENSATE DISCHARGE LINE. ARCHITECT OAR288 3. EXTEND EXISTING CONDENSATE DISCHARGE LINE TO NEW PUMP IN 1/2 TYPE M COPPER PLUMBING PLAN NOTE 1m SCALE: I/4' 1'-0' � STATE OF IDAHO VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 20OS: •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND JOB NO- 0915 PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' •PROOF MAY BE 5Y RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS SHEET N0p I f'LUMSING DATE' JAN_ 2010 DRAWN BY: KLR!PLLIM CHECKED: C, Imo.$ NO T E�/� REVISED: NOTE: 12' TURN 12'SUPPLY 70 NEW OFFICES 1, PLUG FLOOR OUTLET AIRTIGHT < REPLACE VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2006: GRILLE. 2. RE-ROUTE RETURN TO NEW FURNACE LOCATION. •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AN D D �y ERODUCTS USE IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' 3. BATH FAN t0 BE WIRED BY ELECTRICAL CONTRACTOR — INTO HALL LIGHT CIRCUIT SO FAN RUNS DURING •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS. I OCCUPIED PERIODS. I__ 4, SQUARE TO ROUND TRANSITION FROM EXISTING PLENUM TO 16' ROUND.ARRANGE DUCTWORK TO PROVIDE MAXIMUM AMOUNT OF USABLE SPACE FOR THE OWNER --___- FI/Cl MAINTAIN ACCESS TO WATER HEATER I NOTE 2 5. REMOVE EXISTING LINE SET AND INSTALL NEW LINE SET FROM CUl TO Cl 16a ro. RE-ROUTE GAS PIPING TO NEW FURNACE.NOTE THAT MAIN SHUT OFF IS LOCATED BEHIND MAINTENANCE BLDG. NOTE 4 -1. INSTALL 11/4'GAS COCK DOWNSTREAM FROM UNION. UJ 8. AFTER DEMO,ALL EXISTING DUCTS TO BE CLEANED BYCI m Q 602 FABRICATE TRANSITION A DUCT GLEANING COMPANY. r, -4�4 0 TO EXISTING PLENUM U. _ (NOTE 4) C D 1 F h+ico 280 z 5' SYl"I BCL S: im'a - O -30 SYMBOLS DESCRIPTION a T � EXISTING FLOOR GRILLE a IN-FLOOR DUCT.RE-BALANCED !� I0°a 12'a IN ATTIC TO CFM SHOWN L) 10'a 12'a IN ATTIC SENSOR(MOUNT A 48' AFF.TO TOP) 1m' IIII, \` COVE T R, I CT ,�Illllllu"'ngll O THERMOSTAT(MOUNT co 48' AFF,TO TOP) � �1 m'a = - _ - J ENLARGED FURN,4CE fy O NOTE 1 1+1 SCALE: 1/0' = 1'-0' to � r; o - - - - NO.E K CzRILL AND DIFFUSER SCHEDULE � = E-4 I�1 150 CFM ISO C.Fm NOTES 4 SYM SIZE NECK DIA. TYPE QUANTITY STYLE MANUFACTURER AND MODEL ~ �V 16'e NOTE EXISTING GAS SERVICE. SEE CD-I 12' 10, ROUND I SHT.ROCK SHOEMAKER RD-OBR NOTE 2 NOTE I, Q NOTE DGI CD-2 12, 8' ROUND I SHT.ROCK SHOEMAKER RD-OBR U Z 4' a TO EXHAUST FANCp-3 6' 5' ROUND 1 SHT ) .ROCK SHOEMAKER RD-OBR H r IN SERVER ROOM. Q O y NOTE 2 60 CR`I RV 12x12 SEE DRWG FIXED BAR 2 BHT.ROCK SHOEMAKER 915 W/CEILING BOX CSRG-2 8x8 SEE DPoll's FIXED BAR I WT.ROCK SHOEMAKER 915 W/CEILING BOX - ' DG-1 12X8 NA DOOR GRILLE 1 DOOR SHOEMAKER 4100 4 F LL W �-, XISTING THRU-THE-WALL - IL W EAT AND AC TO REMAIN 5mC1�1 15mCfM EQUIPI„IENT SCHEDULE WRITTEN DIMENSIONS HAVE PRECEDENCE OVER ALL PRODUCTS LISTED ARE SYM DESCRIPTION SCALED DIMENSIONS. OR APPROVED EQUAL' VERIFY DIMENSIONS AND UFFLOW TWO-STAGE CONDENSING NATURAL GAS FUI;a,=E,WITH CONSTANT SPEED 4 TON A/C BLOWER CAPACITY 0 4000FT. NOTIFY THIS OFFICE of ANY VARIATIONS. FI ELEVATION,NOMINAL 90MBH INPUT AT HIGH FIRE.FURNISH WITH FACTORY MADE 2'FILTER HOUSING USING STANDARD MERV II FILTERS.LENNOX b1MP0488090 OR EQUAL BY BRYANT,CARRIER TRANS,OR YOR.VENT OUT ROOF WITH CONCENTRIC VENT THESE DRAWINGS ARE THE PROPERTY OF THE 200 CfM 200 CFM CASED HORIZONTAL COIL WITH 40 TON COOLING CAPACITY ON R410A REFRIGERANT.MINIMUM 1bD SEER WHEN COMBINED CUL NOT BE CI PIPE DISC NA 4GE FROM COIL IN MINIMUM 3/4'RIGID PVC PIPE,THOUGH A CLEAN ABLE TRAP(AIRTEC'EZ TRAP'MODEL EZT 110 OR EQUAL).LENNOX OR EQUAL BY ABOVE NAMED MANUFACTUI;�ERS TO MATCH FUIRIACE CABINET. OFFICE ADDITION OUTDOOR CONDENSING UNIT OMB WITH 42 TON COOLING CAPACITY TWIG-STAGE WITH R410A REFRIGERANT.MINIMUM 16ID SEER WHEN EN COMBINED WITH COIL ABOVE.FURNISH WITH FACTORY LOW AMBIENT CONTROLS AND ALL OTHER REQ.COMPONENTS FOR COOLING OPERATION TO FI0 F.INSTALL ON NOISE ABSORBING PAD.LENNOX XC16-048 OR EQUAL BY ABOVE NAMED LICENSED MANUFACTURERS. NOTE:VOLTAGE IS 208 VAC 1 PHASE. ARCHITECT Al III T ELECTRONIC I-DAY PROGRAMMABLE THERMOSTAT WITH TOUGH SCREEN PROGRAMMING. ///// HONEYWELL TH 611OUI003,WITH HONEYWELL C-11813 REMOTE SENSORS,OR APPROVED EQUAL. REMOTE SENSORS SHALL BE PLACED : 1)NEXT TO THERMOSTAT IN ROOM 103 2)IN ROOM 102 3) TO REPLACE EXISTING THEW05TAT IN ROOM 105 4)IN ROOM 106,ADJACENT TO THE DOOR TO THE CORRIDOR 101. SENSORS SHALL BE WIRED PER HONEYWELL INTO AVERAGING NETWORK AND aussuVFLY CONNECTED TO THE NEW THERMOSTAT IN ROOM 103. 1/21/2010 S rATE OF IDAHO EFI PANASCNIC FV08VQ2 80 CRM a 0.10 ESP AND 4-SOMES. OR APPROVED EQUAL. MEC�-4_ FLAN JOB NO. m915 SCALE: 1/4' = 1'-0' SHEET NOM I HVAC DATE: JYIV [(UITU DRAWN BY: T.BARTLETT CHECKED: B.WALLIN REVISED: EXTERIOR SECURITY CAMERAS. SEE EXTERIOR SECURITY SHEET E-4 CAMERAS, SEE SHEET E-4 SPECS FOR DEVICES ON ELECTRICAL PLAN 40 AMP M-II,B DISCOWNECT 3/+'CONDUIT +12 2-b cDPPER TNwN I. GHI COVE HEATER-150 WATTS 240 SINGLE PHASE. FUR-IiSH 15ER II RCC'1508C OR I•b a NEUTRAL APPROVED EQUAL. MOUNT PER MANUFACTURER'S INSTRUCTIONS. ,I/, b COPPER GROUND M-2C6 yy M-26 E_12 2. TI LINE VOLTAGE ELECTRONIC NON-PROGRAMMABLE THERMOSTAT. DOUBLE POLE STORAGE NVAC UNIT 01 O O EQTUH CAPACITY TO SWITCH 3,120 WATTS. HONEYWELL TLI23DA1003 OR APPROVED OFFICE NEW-VAULT �EXST'G REMOVE 0 t DISPOSE Or- PROPERLY. ELECTRICAL NOTES: OFFICE 150 WATT M-26 REMOVE EXISTING WIRE q 0 O M-25,2'1 C VE HEATER MOLD t DISPOSE OF OE_8 PROPERLY. CHI E-I REMOVE EXISTING ELECTRICAL AND ROUTE NEW WIRE OVER TOP OF REMOVE ELECTRICAL ENTRY/DOOR WAY. OUTLETS SHALL REMAIN ON THE SAME CIRCUIT. OR EXISTING G.U. T M-28-30 q W M-2123 NIT• Q WP Ea INSTALL A NEW OUTLET IN THE REMAINING PORTION OF THE EXISTING WALL U. FGI � E-I2 nJ NEW 4 TON A/C AND REUSE EXISTING ELECTRICAL CIRCUIT. ---- E-3 TWO BALLAST LIGHT FIXTURES TO BE WIRED TO ALLOW BI LEVEL SWITCHING 1 cc M 14 M-I'1,19 (SEE DIAGRAM - LI) E-{ JUNCTIONVC SERVER MAIN GA5 INTO E-a REPLACE EXISTING SWITCH WITH A NEW ONE,THIS SWITCH SHALL CONTROL v- MEGH. e-b E-u FAN E I EXST'G BUILDING THE EXISTING VAULT LIGHTING AND THE NEW VAULT LIGHTING. (NO SHUT OFF AT E I -24 BUILDING). NO METAL COLORED CONDUIT OR BOXES SHALL BE ALLOWED. ALL E-5 E-2 � M M REMOVE EXISTING EXPOSED ELECTRICAL COVERS,BOXES OR RACEWAYS SHALL BE FACTORY REMOVE t DISPOSE OUTLET FOR) WH • WIRE MOLD t DISPOSE IVORY FINISH. NO FIELD PAINTED ELECTRICAL SHALL BE ALLOWED. OF EXISTING WIRE CONDENSING OF PROPERLY. MOLD t OUTLETS. PUMP E-6 CONNECT NEW WATER HEATER TO EXISTING WATER HEATER CIRCUIT. REMOVE EXISTING j M-26 WIRE MOLD t DISPOSE N LINE VOLTAGE E-� HALL LIGHT FIXTURE t OUTLET ARE NOT FUNCTIONING PROPERLY, fj OF PROPERLY. S L- -- XSTGS E_9 COOLING T-STAT CONTRACTOR SHALL REMOVE OLD EXISTING WIRE AND INSTALL NEW METAL REMOVE EXST'G- GLAD CABLE AND CONNECT TO CIRCUIT M-9. WITCH PLATE AND E-13 NEW W/H,EXISTING E-6 E-e REMOVE ALL ELECTRICAL FOR EXISTING CONDENSING HvAG UNIT ALL THE (�OUTLET t DISPOSE O POWER e O OF PROPERLY, WAY BACK TO THE PANEL: EXSTG OUTLET REQUIRES E-1 LL = ADDITIONAL WORKO O O y� r ... E-5 REMOVE ALL EQUIPMENT ON THIS WALL AND RELOCATE INTO SERVER F+y �4 UPGRADE ELECTRICAL EXSTG j EXSTG EXST I FAN - REWIRED REMOVAL.. ALLROOM. NO NECESSARYNECESSAR6 OR Y CTABLES SHALLIONS SHALL EAEXIN TENDED OR FTER ENT Q Q RED TO PANEL.. SEE ONE LINE SEE MECHANICAL EXST'G l DIAGRAM I ON E-3 d ! RUN WITH OFFICE BI B2 REINSTALLED NEW, DRAWING FOR ! O LIGHTS,REST ROOM q N QI SHEET E-3 E-m SEE MECHANICAL DRAWINGS FOR FAN IN SERVER ROOM INSTALLATION DETAILS. lL w EXST'G I LIGHTS,OR MOTION U SENSORS EXST G REQUIREMENTS SENSOR. E•u ALL CATSE CABLES TO BE LOOSE AT BOTH ENDS. TERMINATION B7 THERMOSTAT t ! 1 S OWNER. CONTRACTOR TO INSTALL 3 CONNECTION WALL PLATE AT THE � G USER END. THE WIRE IN THE SERVE ROOM MUST ENTER THE ROOM A H REMOVE EXSTG EXST'G �^ R E ER E R T THE p D O tiT ul CEILING OF THE WEST WALL COVERED WITH PLYWOOD. SERVER CABLES Y 6 "I r� MUST BE 'TO ' LONG. q O 1— T�� V 1 v-1T E-12 INSTALL FUSE/BREAKER t DISCONNECT PER EQUIPMENT MANUFACTURES O r REQUIREMENTS. BREAKER SHOWN IN PANEL SCHEDULE IS SHOWN FOR Q E•••� h�l ESTIMATING PURPOSES ONLY. F __j EXST IG� E-I CONTRACTOR SHALL COMPLETELY REMOVE CABLE BACK TO A SAFE (K _I JUNCTION BOX. 'DEAD'WIRES MAY NOT BE LEFT IN THE FLOORS t WALLS q Q EXST'G WITHOUT PROPER JUNCTION BOXES FOR TERMINATING EACH END. EHa REMOVE INCANDESCENT LAMP t INSTALL 13 WATT SCREW IN FLUORESCENT. REMOVE U CC eW ELECTRIC M AL SYESOLS ! _ EXST'G� E-15 REMOVE LIGHT FIXTURE AND REWIRE. WIRING MUST BE CONCEALED. WIRE p > WT'i�Fcl WATER PROF OUTLET(GPCU EXST'G� MOLD MAY BE USED WITH WRITTEN PERMISSION FROM ARCHITECT OR ® FLLOOORa a RP ATe/ a i_..: ENGINEER EXISTING OUTLET E-I INSTALL BI-LEVEL SWITCHING SIDE BY SIDE TOGGLE SWITCHES WITH ALL d WPLEX OUTLET i' -' NEW BOXES,PLATES,COVERS t SWITCHES. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER 4P OTJ.4DPLEX OUTLET SCALED DIMENSIONS. S 1_01+T SWITC14 ALL PRODUCTS AND FIXTURES VERIFY DIMENSIONS AND INSTALL NEW WIRE MOLD t NOTIFY THIS OFFICE OF EXISTING LIGHT SWITCH SURFACE MOUNTED JUNCTION LISTED ARE "OR APPROVED - ANY VARIATIONS. INSTALL 2-CATSE'"BLUE, BOX(NO EXPOSED WIRE) EQUAL" TO �RERR .. INSEN)UN NTTAALLLsA°5 E'11 FOR CAT5E CABLES. NOTE" WAI L IL PLATE-DO THESE DRAWINGS ARE NOT ToWINATE CABLES. • THE PROPERTY OF THE VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 20OS: ARCHITECT AND MAY EXISTING CAT!N! EPNCNE NOT BE WHOM RN TO SERrER ROOM REPRODUCED. W •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND �j 4xa.luNDTIONBox PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES'. OFFICE ADDITION THERMOSTAT •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS EXIT SIGN WITH EMElYiF1NCT LIGHTM 3 LAMP FLUORESCENT LIGHT �yS NEW FAN `(/[ ` O EX16TNG FAN 0 9�t cF REFERENCE NORTH ELECTRICAL DISTRI5UTION TRUE NORTH SCALE: 1/4' = 1'-0' 14.940 JOB N0. 0915 SHEET E ELEICAL DATE: JAN..2010 DRAWN BY: T.BARTLETT CHECKED: B.WALLIN REVISED: O M-22 ELECTRICAL NOTES: A 0 0 A O O BI LEVEL LIGHT SWITCI IINCs E-1 REMOVE EXISTING ELECTRICAL AND ROUTE NEW WIRE OVER TOP OF STORAGE ENTRY/DOOR WAY. OUTLETS SHALL REMAIN ON THE SAME CIRCUIT. IS NOT REQUIRED IN THE VAULT ROOM. E-z INSTALL A NEW OUTLET IN THE REMAINING PORTION OF THE EXISTING WALL NEW-VAULT AND REUSE EXISTING ELECTRICAL CIRCUIT. O - OFFICE E-3 TWO BALLAST LIGHT FIXTURES TO BE WIRED TO ALLOW BI LEVEL SWITCHING 0 (SEE DIAGRAM - LI) O O 4X4 JUNCTION BOX E-a REPLACE EXISTING SWITCH WITH A NEW ONE,THIS SWITCH SHALL CONTROL OFFICE O OB REMOVE EXISTING THE EXISTING VAULT LIGHTING AND THE NEW VAULT LIGHTING. LIGHTING,AND E-5 NO METAL COLORED CONDUIT OR BOXES SHALL BE ALLOWED. ALL M-22 M-22 RETURN TO OWNER EXPOSED ELECTRICAL COVERS,BOXES OR RACEWAYS SHALL BE FACTORY IVORY FINISH. NO FIELD PAINTED ELECTRICAL SHALL BE ALLOWED. M-24 E-6 CONNECT NEW WATER HEATER TO EXISTING WATER HEATER CIRCUIT. A O HALL LIGHT FIXTURE !OUTLET ARE NOT FUNCTIONING PROPERLY. CONTRACTOR SHALL REMOVE OLD EXISTING WIRE AND INSTALL NEW METAL Q .'d SERVER GLAD CABLE AND CONNECT TO CIRCUIT M-9. LLL�J���JJJ E-a REMOVE ALL ELECTRICAL FOR EXISTING CONDENSING HVAC UNIT ALL THE MECH. WAY BACK TO THE PANEL. SURFACE MOUNT M-24 O MN+1 �I WIRE MOLD S WALL AND RELOCATE INTO SERVER O O O O - O CONNECT NEW LIGHT E e ROOM. CONNECTIONSREMOVE ALL EQUIPMENT ON I WIRES OR HALL REMAIN AFTER EQUIPMENT Myl I �TO EXISTING SWITCH REMOVAL. ALL NECESSARY CABLES SHALL BE EXTENDED OR w coL4 !CIRCUIT. REINSTALLED NEW. O O O EXST'G O O 4 O E-m SEE MECHANICAL DRAWINGS FOR FAN IN SERVER ROOM INSTALLATION DETAILS. Ell- N ALL CAT5E CABLES TO BE LOOSE AT BOTH ENDS. TERMINATION BY L3 L3 E-14 E-14 r O OWNER. CONTRACTOR TO INSTALL 3 CONNECTION WALL PLATE AT THE r LI MOTION DETECTOR USER END. THE WIRE IN THE SERVER ROOM MUST ENTER THE ROOM AT THE L6 CEILING OF THE WEST WALL COVERED WITH PLYWOOD. SERVER CABLES QL6 MUST BE (o'TO I'LONG. OO E-Iz INSTALL FUSE/BREAKER ! DISCONNECT PER EQUIPMENT MANUFACTURES 'O O I R3 �z REQUIREMENTS. BREAKER SHOWN IN PANEL SCHEDULE IS SHOWN FOR Q ESTIMATING PURPOSES ONLY. F— _ _. . 4 — �I O O O 0 E-I CONTRACTOR SHALL COMPLETELY REMOVE CABLE BACK TO A SAFE Ls O La JUNCTION BOX. 'DEAD'WIRES MAY NOT BE LEFT IN THE FLOORS !WALLS 0 W 1 O La BI ez WITHOUT PROPER JUNCTION BOXES FOR TERMINATING EACH END. U _ F+1 E-T - DETAILS E-la REMOVE INCANDESCENT LAMP < INSTALL 13 WATT SCREW IN FLUORESCENT. 1� S3 SEE SHEET r, E-14 -Ia O L3 O s A E-3 E-15 REMOVE LIGHT FIXTURE AND REWIRE. WIRING MUST BE CONCEALED. WIRE 0 Q Iwo M^�i O, �; y O MOLD MAY BE USED WITH WRITTEN PERMISSION FROM ARCHITECT OR p r Fri L5 La ENGINEER. W 0 Lz E-I INSTALL BI-LEVEL SWITCHING SIDE BY SIDE TOGGLE SWITCHES WITH ALL U z _ NEW BOXES,PLATES,COVERS ! SWITCHES. . L2 — L5 I� o o 0 any (z, kl; ,A,Q ©� Q o L4 ull ctwk eAk& I� ELECTRICAL SYSTEMS GENERAL NOTES. Lu d Q E-14 ELECTRICAL DRAWINGS ARE SCHEMATIC IN NATURE AND ONLY TO SHOW THE INTENT OF SYSTEM INSTALLATION. THE ELECTRICAL CONTRACTOR IS TO PROVIDE A COMPLETE WORKING U V- CODE COMPLIANT SYSTEM. THE ELECTRICAL SYSTEM MUST INCLUDE ALL ELECTRICAL REQUIRED FOR FIRE ALARM SYSTEMS, HVAC SYSTEMS, SECURITY SYSTEMS, AND ANY OTHER EQUIPMENT THAT IS INSTALLED ON THIS PROJECT. 7 Z 0 O ELECTRICAL SYSTEMS REQUIRED INCLUDE(BUT NOT LIMITED TOA Q' I- 0 RACEWAYS DATA&COMPUTER CABLING NOTE: LIG� 4TING NOTES: CONDUITS JUNCTION BOXES CONDUCTORS&CABLES CONNECTION TO COMMERCIAL WRITTEN DIMENSIONS VERIFICATION OF SECTION I605 OF THE ARRA ACT OF 2003: FLOOR, WALL&CEILING BOXES KITCHEN EQUIPMENT HAVE PRECEDENCE OVER GROUNDING MATERIALS SCALED DIMENSIONS. PANEL BOXES •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND LI INSTALL FACTORY PAINTED COVER PLATE. ELECTRICAL METERS VERIFY DIMENSIONS AND PRODUCTS USED IN THIS PROJECT ARE 'PRODUCE IN THE UNITED STATES' DISCONNECTS NOTIFY THIS OFFICE OF D Lz ANY VARIATIONS. CONTRACTOR TO PATCH,TEXTURE ! PAINT TO MATCH EXISTING. FINISH •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS. MUST BE APROVED BY THE ARCHITECT. ELECTRICAL EQUIPMENT AND AccESboRIEs: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, (OF PANEL THESE DRAWINGS ARE L3 CONTRACTOR t0 REMOVE EXISTING LIGHT FIXTURES AND INSTALL AND THE PROPERTY of THE WIRE AS SHOWN ON DRAWINGS. SCHEDULES, WIRING DIAGRAMS, INSTALLATION INSTRUCTIONS FOR PRODUCTS, ETC...). AND ARCHITECT AND MAY PRODUCT DATA OF EQUIPMENT PROPOSED. PROVIDE ACCESSORIES FROM SAME NOT BE REPRODUCED. MANUFACTURER FOR EACH PRODUCT. PROVIDE NEW PRODUCTS FOR EACH ITEM AND L4 CONTRACTOR TO REMOVE EXISTING LIGHT FIXTURE AND INSTALL NEW DELIVER TO SITE IN UNOPENED CONTAINERS FOR INSPECTION. e FIXTURE IN ITS PLACE. OFFICE A DITION L5 REUSE EXISTING CIRCUIT. CODE CONFORMANCE: DESIGN TO C24;OW TO THE FOLLOWING CODES: 2008 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL BUILDING CODE LICxI-ITINCz FIXTURE SCHEDULE LS REMOVE EXISTING SWITCHES ! INSTALL NEW 3 WAY LIGHT SWITCHES. NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION, (NEMA) INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS. (IEEE) �q\CII AL LOCAL AND STATE CODESk/lC1$1' OA LITHONIA LB-3-28-MVOLT-GEBIOIS 3 LAMP 2&WT5 SURFACE NOTE THAT THIS IS A(1)HOUR RATED STRUCTURE, ALL PENETRATIONS TO BE FIRE P STOPPED AS PER SECTION IBC 712 PENETRATIONS, AS WELL AS NFPA REQUIREMENTS. O PROJECT COORDINATION: OB LITHONIA GATO 2L5-2-28-MVOLT-GE5I0IS-LPI 2 LAMP T-5 SURFACE COORDINATE INSTALLATION OF ELECTRICAL SYSTEMS WITH OTHER WORK TO AVOID BP�OF REFERENCE NORTH INTERFERENCE WITH OTHER TRADES. FNr JA, V �B LITHONIA ELM2 BUG EYE L IGNTING-c DETAIL TRUE NORTH O WATT STOPPER PLU-100-I MOTION SENSOR SCALE: 1/4' = 1'-0' 1494o ALL PRODUCTS AND LI FIXTURES LISTED ARE "OR APPROVER JOB NO. OS15 EQUAL" SHEET NO E - 2 ELECTRICAL DATE: JAN..2010 DRAWN er: T. BARTLETT CHECKED: B.WALLIN REVISED: ELECTRICAL NOTES: BATHROOM 120Y E-I REMOVE EXISTING ELECTRICAL AND ROUTE NEW WIRE OVER TOP OF E X I eT INCH PROPOSE D ENTRY/DOOR WAY. OUTLETS SHALL REMAIN ON THE SAME CIRCUIT. METER-I METER FAN E-2 INSTALL A NEW OUTLET IN THE REMAINING PORTION OF THE EXISTING WALL 012 AWIG 120v AND REUSE EXISTING ELECTRICAL CIRCUIT. TWO B 3-02 AUKS CU LIGHT FIXTURES TO BE WIRED TO ALLOW BI LEVEL SWITCHING F- MO -I REMOVE I- MO / %GROUND I- -1 ISEE DIAGRAM - LI)RI 1 OFFICE LIGHTS I I WIRE IN EXISTING I CONDUIT. I COIL I SWITCH E•a REPLACE EXISTING SWITCH WITH A NEW ONE,THIS SWITCH SHALL CONTROL I I "12 AWG 1 THE EXISTING VAULT LIGHTING AND THE NEW VAULT LIGHTING. I 200 Al I 200 A� r L (N) _J E•s NO METAL COLORED CONDUIT OR BOXES SHALL BE ALLOWED. ALL FROM I FROM R21 L___- REST ROOM PANEL lN) " I COIL LIGHT SWITCH EXPOSED ELECTRICAL COVERS,BOXES OR RACEWAYS SHALL BE FACTORY UTILITY I REMOVE UTILITY M 12 AUKs I IVORY FINISH. NO FIELD PAINTED ELECTRICAL SHALL BE ALLOWED. --1 I r--ICO A-- r--100 A 125A r -J E-6 CONNECT NEW WATER HEATER TO EXISTING WATER HEATER CIRCUIT, I EXISTING I PHASE R31 L-_- MOTION I I COIL I SENSOR I PANEL 1 240/120v 0 �" E-'I HALL LIGHT FIXTURE t OUTLET ARE NOT FUNCTIONING PROPERLY, ( 1 012 AWG I I CONTRACTOR SHALL REMOVE OLD EXISTING WIRE AND INSTALL NEW METAL ————(N) —J CLAD CABLE AND CONNECT TO CIRCUIT M-9. E-a REMOVE ALL ELECTRICAL FOR EXISTING CONDENSING HVAC UNIT ALL THE L-_100 A --► TO L-100 A---� TO E� WAY BACK TO THE PANEL. SHOP SHOP Q W mil' BATHROOM FAN 5LUITCHING DETAIL µ. 50,B� E-e REMOVE ALL EQUIPMENT ON THIS WALL AND RELOCATE INTO SERVER � ( ROOM. NO WIRES OR CONNECTIONS SHALL REMAIN AFTER EQUIPMENT REMOVAL. ALL NECESSARY CABLES SHALL BE EXTENDED OR ° ONE LINE D I AG->RAM ° cc REINSTALLED NEW. RECONNECT n e-m SEE MECHANICAL DRAWINGS FOR FAN IN SERVER ROOM INSTALLATION DETAILS. SCALE: NTS EXISTING LOAD$ E� AND NEW LOADS INSTALL A 12'Xi2"— `.� NEMA 01 ENCLOSURE. E-11 ALL CAT5E CABLES TO BE LOOSE AT BOTH ENDS. TERMINATION BY AS SHOWN IN PANEL SCHEDULE. ►.�I OWNER CONTRACTOR TO INSTALL 3 CONNECTION WALL PLATE At THE MCI USER END. THE WIRE IN THE SERVER ROOM MUST ENTER THE ROOM AT THE r "12 AWG MUST OF THE WEST WALL COVERED WITH PLYWOOD. SERVER CABLES MUST BE 6' TO I'LONG. FAN E-Iz INSTALL FUSE/BREAKER 4 DISCONNECT PER EQUIPMENT MANUFACTURES ' REQUIREMENTS. BREAKER SHOWN IN PANEL SCHEDULE 16 SHOWN FOR 60, T7 — RI R2 R3 ESTIMATING PURPOSES ONLY. �1 4`12 AWCs CU 3/4' PLYWOOD c CONTRACTOR SHALL COMPLETELY REMOVE GABLE BACK TO A SAFE CEILING JUNCTION BOX. "DEAD'WIRES MAY NOT BE LEFT IN THE FLOORS t WALLS �—BACKING (r Q W W O WITHOUT PROPER JUNCTION BOXES FOR TERMINATING EACH ENE). PAINTED TO 0 MATCH EXISTING 012 AUXs RI,R2,R3. 120v COIL E-la REMOVE INCANDESCENT LAMP d INSTALL 13 WATT SCREW IN FLUORESCENT. ROOM COLORS. «12 AWG ICE CUBE RELAY. t W E-I TO OFFICE s 2AMP MINIMUM RATING. COMPUTER (•••� REMOVE LIGHT FIXTURE AND REWIRE. WIRING MUST BE CONCEALED. WIRE EXISTING BATHROOM FAN ROUTER/SERVER LIGHT SWITCH 1 LIGHT MOTION DETECTOR MOLD MAY BE USED WITH WRITTEN PERMISSION FROM ARCHITECT OR RACK W N ENGINEER Yyl ��PII INSTALL WATT STOPPER WALL E•I INSTALL BI-LEVEL SWITCHING SIDE BY SIDE TOGGLE SWITCHES WITH ALL z� MOUNTED MOTION DETECTOR. NEW BOXES,PLATES,COVERS E SWITCHES. 2 LINE/15 SET FINISHED PHONERACK SYSTEM Q O � FLOOR IULu PANEL"M" <,e d Ps, _18.7 KW-- J > ~ AMPA�125 ._.-,•-••• MOU2NT'G� 9 ACE��•-- �.I Q�� B2 BATHROOT"I FAN SWI TCH ING-� DETAIL R5. 3. Dm,m TYPE, CUTLER H MAIN. 125 NMIER 96' 1L WIRC� 9 PNA9E: I© Q Q CIRCUIT POLE LOAD RIP CIR CIR TRIP LOAD POL CIRCUIT '^ co 111....�,. WARD RCOM AND C CE LIGHT I Ub w 1 1 2 20 A I CEP INI IN MAIN OWICE �gT v1 1 CANOPY LIGHT I I2 20 5 A 2m A I PENNY*MAIN ODEM O j Q MAM Qilu ANp HALL LKMS I A 20 5 8 70 A I BOdgp ROOM RECEPTA4E5 BATH R07% I 7ID 2m 'I « 2m IA 1 eOARp ROOM FACOMACL26 RECEPTACLE«BELOW PANEL I IA 2m 9 0 20 A I RECEPTACLES IN HALL WAYS OWICE LIWTMG 1 m 20 It 12 2m A I WATER NEATER DIMENSIONS HEATIAC I m 2m a 14 2m A I lKIRNACE 46' HAVE WRITTEN PRECEDENCEOVER BALLAST I LAMP �� I A 1 20 1 a 15 2m A I eArH IcroM aP1 SCALED DIMENSIONS. VERIFY DIMENSIONS AND AIR C01,0ITI04ING 2 20 4 n A 2m Al I BATH NOTIFY THIS OFFICE OF ANY VARIATIONS. •2 41R CONDITIONING 2A Am a 20 20 A I NEATER O $ SWITCH I 20 m LIWTING 0 4 02 0 0 O GPFICEI 1 u zm 21 22 I THESE DRAWINGS ARE LAMP cFPkE1 12 20 23 24 2m m I 9ERIER ROOM THE PROPERTY OF THE $ $WITCH 2 ARCHITECT AND MAY CRICE 2 1 A 2m 25 25 7m A I SER.'ER Eb1AU6T PdN vdULT QITLETS P� NOT BE REPRODUCED. ORIQ 2 1 .9 1m 21 15 2m A I CAK NEATER CVtl Fu }�S BALLAST 2 — L i LAMP CUTLET I 0 2m 29 90 70 D I -L HEATER CPI OFFICE ADDITION 3 LAMP OFFICE FIXTURE. RELOCATE EXISTING E ECTION SERVER ROOM IUEST WALL OUTLET CIRCUIT FROM 3 SCALE: NTSa � DOUBLE BREAKER•II TO NEW BREAKER 029. OFFICE LIGHTING TO 9 O OFFICE LIGHTING FIXTURE DETAIL REMAIN ON BREAKER"11. CF g >_ ALL PRODUCTS AND FIXTURES �FN NN. REFERENCE NORTH LISTED ARE "OR APPROVED EQUAL° DETAILS TRUE NORTH SCALE: 1/4' z P-0" — I4.94° JOB N0. 0915 SHEET NO ELECTRICAL DATE. JdN 2010 DRAWN BY: KL 4aL CHECKED: Ql�g REVISED: 4'0 HAND HOLE WITH COLORED METAL COVER PLATE TO MATCH SOFFIT. (2)PLCS. I I I co �1 I 0 co INSTALL(4)VIDEO CABLES WITH CAMERA POWER R3-6/U SIAMESE COAX CABLE RG-6 IS A * +(1)PAIR 16 AU S. � W 7�� 00 L--�- -T T T T T —T T T _ T T Ut4DE TELEPHONE T OFFICE INSTALL (2)CATS-E CABLES IN A 3/4'4, TE US V 1 METAL CONDUIT,SURFACED MOUNTED. CO `../rxr �� Iw 1-1 � A \ \ QUEST CONNECTION POINT REMOVE_ _ AN RELOCATE EX15TINGG TELEPHONE D / ROUTER,AND DSL MODEM TO SERVER ROOM. PATCH SERVICE, P U Z AND REPAIR WALL TO MATCH EXISTING. - - - - - - - -- - A ►-a (4)GAT5-E CABLES,(2) -I --- \ BLUE AND(2)GREEN. Q .4 I W Z Tn Co F i WRITTEN DIMENSIONS HAVE PRECEDENCE OVER -- ! SCALED DIMENSIONS. VERIFY DIMENSIONS AND NOTIFY VARIATIONS. ANY OF THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECTE AND MAY NOT BE RPRODUCED. �— OVERHEAD POWER LICENSED ARCHITECT OAR2B0 TELEFI 40NE AND SECURET'T' PLAN OVERHEAD TELEPHONE ANDSCALE: 1/4' _ -0 COMPUTER TO SHOP EXTEND VIDEO CABLES 25-FEET INTO SHOP BUILDING NO'� 10 AND COIL AN ADDITONAL 25-FEET FOR OU,NER'S USE STATE OF IOAHO FUTURE CONNECTIONS VERIFICATION OF SECTION 1605 OF THE ARRA ACT OF 2009 •THE CONTRACTOR IS REQUIRED TO PROVIDE PROOF THAT ALL MATERIALS AND JOB NO. 0915 PRODUCTS USED IN THIS PROJECT ARE 'PRODUCED IN THE UNITED STATES' •PROOF MAY BE BY RECEIPTS BAR CODES OR MANUFACTURE'S STATEMENTS_ =EETN