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Home My WebLink AboutPlansGarfield County Buiding Department 108 8th street Glenwood Sp~ings, Co 81601 970-945-82 12 Plan analysis based on the 2003 International Building Code Project Number: Date : August 28 , 2008 Project Name: Geo . T. San ders Address: 6 Powerline Road, Rifle Occupancy: S-1 ,M,B,R-3 Construction: V-B Contractor: McCauly Architect : Hauser Engineer: Austin Report By: Dave Bartholomew NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to se l ected sections of the code . SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. --Sec. 504.2 and 506 .3 FRONTAGE INCREASE : Perimeter of the entire building = 630 feet. Perimeter which fronts a publi c way or accessible open space Minimum width of public way or accessible open space = 30 Allowable area increased 3.57% for frontage increase. Sec. 506.2 1 80 feet. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 2 Dwelling R-3 ok 104 0 27321 0 .04 ok TOTAL FOR FL OOR 1040 27321 0 .04 ok 1 Office B ok 1280 27321 0 .05 ok 1 Sales Room M ok 1300 27321 0 .05 ok 1 Warehouse S-1 ok 20446 273 21 0. 75 ok TOT AL FOR FLOOR 23026 27321 0.84 ok BUILDING TOTAL 24066 54643 0 .44 ok --Sec . 503 , 504 , 506 and Table 503 Allowable area and height calculations are based on the most restrictive use. Different uses are not separated by fire barriers. --Sec . 302.3.1 Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 2 The actual height of this building is 27.0 feet. PROPERTY DESCRIPTION : North Side has a property line . -Distance to property line = 10.0 East Side has a property line. -Distance to property line = 10 .0 South Side has building . -To building= 45.0 ,assumed property line 22.5 Exterior wall rating based on distance to assumed pro perty line . --Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE West Side has a property line. -Distance t o property line = 200.0 EXTERIOR WALL FI RE 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 WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG S-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr M 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL /NL 0-hr 0-hr B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr R-3 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr 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 separat i o n is 5 feet or less . OPNG % UP/PR NL /NL NL/NL NL/NL NL/NL 2 . On the interior side only when separation is greater than 5 feet. --Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. --Sec. 704.8.1 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 prote c ted. 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 . 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openi ngs . NP Openings are not permitted in this wall. Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 3 Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. --Table 704.8, Note: g. * 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 Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: Any 0 hour Any 0 hour Any 0 hour Any 1 hour Note 1 Any 0 hour Any 0 hour Any None 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. --Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: Page # 4 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. 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. Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 5 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES.--Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 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 Code review for: Project Id .: Geo. T. Sanders Address: 6 Powerline Road, Ri fle DRAFTSTOPPING: Page # 6 Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13 . --Sec . 717.3.3 Exception (f l oor) and Sec . 717 .4.3, Except ion (attic) Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partit i ons . --Sec . 717 .4 .1.1 OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 Uses are not separated by fire barriers. The construction of the buildi ng is based on the most restrictive use . --Sec. 302.3.1 ~ SEPARATION OF INCIDENTAL USE AREAS --Table 302.1 .1 ~ Furnace rooms where any piece of equipment is over 400,000 per hour input --Smoke barrier --Sec. 302 .1 .1 .1 Rooms with any boiler over 15 psi and 10 horsepower --Smoke barrier --Sec . 302.1.1.1 BTU Refrigerant machinery rooms --Smoke barrier --Sec . 302.1.1.1 Incinerator rooms --2 hours and an aut omatic spr i nkler system Storage rooms over 100 square feet --Smoke barrier --Sec. 302.1.1 .1 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. ~ EXIT REQUIREMENTS : FL NAME NUMB occ MIN MIN PAN I C CORRIDOR DOOR NOTES EXITS WIDTH HDWR RATING SWING 2 Dwelling 3 1 0 .5 No N/A N/R TOTAL FOR FLOOR 3 1 0.6 No N/A N/R 6 1 Office 13 1 2.0 No N/A N/R 1 Sales Room 43 1 6.5 No N/A N/R 1 Warehouse 41 2 6.2 No N/A N/R 1 TOTAL FOR FLOOR 97 2 14 .6 No N/A Out FOOTNOTES: 1 . Two exits are required from this area since the occupant load exceeds allowable i n Table 1014.1 6 . One exit is based on compliance with Section 1018.2 and Table 1018.2 Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Page # 7 Occupant load is based on Section 1004 and Table 1004.1.2 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 corridors, see Section 1016.2. 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 EXIT SEPARATION In areas where 2 exits are required , the m1n1mum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec . 1014.2.1, Exception 2 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec . 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediate l y visible. No point to be more than 100 feet from an exit sign. --Sec . 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved . Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec . 1011 .4 & Sec. 1011 .5 .3 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, manua l ly operated edge-or surface-mounted bolts are permitted on the inactive leaf. 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 Code review for: Project Id .: Geo. T . Sanders Address: 6 Powerline Road , Ri fle Page # 8 Locks and latches shall be permitted to prevent opera t ion where any of the following exists : Exception 2: The ma i n door or doors in Group B, F , M and S areas are permitted to be equipped with key operating l ocking devices from the egress side provided : 2.1 The locking device is readily distinguishable as l ocked. 2.2 A readily visible durab l e sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BU I LDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automa t ic flush bo l ts sha l l be permitted to be used, provided the door l eaf having the automatic flush bolts h as no doorknob or surface-mounted hardware. 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 l anding 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 i n any position shall not reduce the landing dimension to less than one half it required width . The minimum l ength i n the direction of ex i t 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 Code review for: Project Id.: Geo. T . Sanders Address: 6 Powerline Road, Rifle STAIR REQUIREMENTS: Stairways: Page # 9 1. The riser heights shall not be less than 4 inches or greater than 7 inches . The mi nimum tread depth is 11 inches. --Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. --Sec. 1009.3 2. The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 50. --Sec. 1009.1 Also , check exit table above to see if minimum width is greater than 44 inches. 3 . Provide a handrail on each side of stairways. --Sec . 1009 .11 Handrail height , measured above stair tread nosing , shall be not less than 34 inches and not more than 38 inches. --Sec . 1009 .11.1 Handrails with a circular cross section sha l l have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equiva l ent graspability. --Sec . 1009.11.3 Handrail-gripping surfaces shall be continuous witho ut interruption by newel post or other obstructions. --Sec. 1009 .11.4 Handrails shall return to a wall , guard or the walking surface or shall be continuous to the handr ail of an adjacent stair flight. Where handrails are not continuous between flights , the handrails shall extend horizontally at least 12 inches beyond the t op riser top riser and continue to slope for the depth of o ne tread beyond the bottom riser. --Sec. 1009 .11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard . --Sec . 1012.1 5 . The minimum height of guard is 42 inches. --Sec . 1012 .2 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches . From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. --Sec. 1012 .3 Exception 1. The triangular opening formed at the riser , tread and guardrail may be 6 inches. Exception 3 . Areas which are not open to the public within I -3, F , H, or S occupancies , balusters, horizontal intermediate rails, or other construction shall not permit a sphere with a diameter of 21 inches to pass through. 7. The minimum headroom clearance i s 80 inches (6 ft.-8 inches.) measured vertical l y from a line connecting the edge of the nosing. Headroom shall be continuous to t h e point where the line intersects the landing below . The minimum clearance shall be maintained the full width of the stairway and landing. --Sec . 1 009 .2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure , whichever is greater. --Sec. 1019.1 .-5 9. A fligh t of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings . --Sec. 1009 .6 Code review for: Project Id.: Gee. T. Sanders Address: 6 Powerline Road, Rifle STAIRWAY ENCLOSURES: Page # 10 1. Stairways are required to be in 1 hour fire resistive exit enclosures. --Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. Exception 8: 50 percent of egress stair.ways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors. Exception 9: Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. --Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. --Sec. 1019.1.1 Doors shall be self-closing or automatic closing. --Sec. 715.3.7 3. Exit enclosure must discharge directly to the exterior of the building. --Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. Code review for: Project Id.: Geo. T . Sanders Address: 6 Powerline Road, Rifle Page # 11 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure . --Sec. 1019.1 .5 --Sec. 1019.5 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance 1n Group S1 i s 250 feet. --Table 1015.1 The maximum travel distance in Group M is 250 feet . --Table 1015 .1 The maximum travel distance in Group B is 300 feet. --Table 1015.1 The maximum travel distance in Group R is 250 feet . --Table 1015.1 BUILDING ACCESSIBILITY 1 . In addition to accessible entrances required by Sections 1105 .1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible . --Sec . 1105 .1 2. At least one accessib le entrance shall be provided to each tenant, dwellin~ 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 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 genera l 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, at least 50 percent, but not less than one fountain shall be accessible. --Sec . 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Tab le 1505 .1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system . A standpipe system is not required. Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 12 Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. --Sec. 910.2.3 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 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 Artificial light shall be provided that is adequate to 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. 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 8% 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 Code review for: Project Id.: Gee. T. Sanders Address: 6 Powerline Road, Rifle WALL AND CEILING FINISH: Page # 13 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. 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 S-1 occupancy For M occupancy For B occupancy For R-3 occupancy Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle ACCESSIBLE FACILITIES: Page # 14 NOTE: Except as noted, section number s lis ted below are from ICC/ANSI A117.1 -1998 WATER FOUNTAINS AND WATER COOLERS : Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2 . Spout arranged for parallel approach shall be located 3 1 /2 inches max imum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602 .5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 TOILET FACILITIES : 1. A 60 inch diame t er turning space or T-shaped space is required in the toilet room. --Sec. 603 .2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2 . Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water c los et shal l be 16 to 18 in. Sec . 604 .2 3. When t he accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec . 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep mi nimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall . --Sec. 604.8 .1 .1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 15 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --· Sec. 60 6. 3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 FIXTURE COUNT TABLE: NAME NUMBER RATIO WATER CLOSETS OCC M/F MALE FEMALE 2nd. floor Dwelling 3 Ratio = 1 per TOTAL FOR FLOOR 1st. floor Office Ratio = 1 per Sales Room Ratio = 1 per 13 43 Warehouse 41 Ratio = 1 per TOTAL FOR FLOOR 50/50 50/50 50/50 50/50 1 1 unit unit 0 0 1 1 50 50 1 1 500 500 1 1 100 100 1 1 LAVS M TUB DRINKING F SHOWER FOUNTAIN 1 1 1 0 unitunit unit 0 0 0 0 1 1 0 1 80 80 100 1 1 0 1 750 750 1000 1 1 0 1 100 100 1000 1 1 0 1 Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle Page # 16 BUILDING TOTAL 1 1 1 1 0 International Plumbing Code Section 403 and Table 403.1 1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. --IPC Sec. 419.2 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Code review for: Project Id.: Geo. T. Sanders Address: 6 Powerline Road, Rifle GLAZING REQUIREMENTS Page # 17 All glazing in hazardous locations is required to be of iafety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. J---~--------------------~-·--·-···-----------------··---· i BUILDER; MOUNTAIN WEST CONSTRUCTORS i CUSTOMER: SG TRUST LOCATION: RIFLE, CO WIDTH t.ENGTrl Bldg A 90.00 200.00 Bldg 8 80.0G 60.00 I B~of ~~~ei~-:-~~~---~--·-· ~ I Type: cs SWA FRONT HE!GHT ROOF PITC..H 20.00 1.000 1&.00 1.000 DOWNSPOUT DROPS-3W.6, 9 4 DOWNSPOUT OROPS-SWC lj I i GENERAL INFORMATICN ANCHOR ROD PLAN CROSS SECTION MEZZANINE FRAMING ROOF FRAMING ROOF SHEETING SIDEWALL ENDWALL -----·---~----------~ ------------___________ j_ --- Ordered Options: A1-A6_ -~:.C!27 dZ.1oMZ1 ~EHlE4 ·1S1-C.'l7 l.:l,SJL ';j,!;L_ PARTITION .El-PL LINER PANEL J.E:L,JJ>4 CANOPY CY:loCY_2 I UPDATED DETAILS =--__ ~ I QUALITY ASSURANCE POLICY -------I ------~~-----~ -~~---------·---~ frafl}j_ng Kits & W~_pJ>nings See Accessory Schedule on Anchor Rod Plan, Page A 1. I ---1 I BUILDING 'A' KEY PLAN i Gage: 26 ! !-- Color: Ga!valume . ------~~~-·-·· ...... ·-------~~-~-· ----__ ' -{~--- I,..Q!)9_in_gjr)form_atiOI1.1i< Frame Column Reactions i Base Condition: Varies Base Trim Color: Parchment Wail Mastic: No PURLINS/GIRTS Type: AP Gage: 26 Color: Parchment Finish : Kynar UL. Rating: 90 Thermal Blocks: N/a Sidewall eave Trim Type: Eave Gutter Eave & Gable Trim Color: Emerald Green Downspout Type: Closed Downspout Color: Parchment Elbows at Bottom of Drops: Yes t No Corner Trim Color: Parchment Framed Opening Trim Color: Parchment Light Transmitting Panels: 0 See Load Notes and Reactions on Anchor j Rod Detail Page, Page A ~-~--~------- 1 W.all Liner Panel: II :::: :: II :::: ~: Color: Polar White Color: Parchment I ! Finish: Kynar ' Finish: Kynar l_~ -~ _________ L~-----__ . ---~--~1 I 'B' -1 \- D B 8.00 3.00 814 8.00 3.00 812 8.00 3.00 101-4--~ 10.083.50 --1(it_2_ [ iG.oo a.sa· -------... Drawing Designation: a) Draw gs stampE>d "PERMIT DRAWINGS" are drawings that are U'mplete for the most part, however, since soma details and part malks are missing, they ara prelimin-ary and are not to be i.l&ed for construction and are not considered final drawings. b) Drawings stamped "PROGRESS DRAWINGS" are drawings that are complete for the most part, however, since some details and part marks are missing, they are preliminary and are root to bo used for construction and are not considered final drawings. c) Drawings stamped "DOCUMENTS FOR APPROVAL" are preliminary drawings, used for approval with no part maridngs and are not to be used for construction. r;;ESIGNATION l --~ D B I -.........,-.---fa:oo 2.50 814 812 1014 1012 8.00 ' 2.50 a.oo 1 2.so 10.00 i 2.75 10.00 2.76 C3ENERAL DETAIL MANUAL V ---- ROOF PANEL j__ ___ MANUAL~------j ----------------------------------------------------------------------··-----------. --------·---------------------------------·-- ANCJ:illR ROD PLA~_ fiNISHED FLOOR ELEVATION:: 100'-0" BASE OF ALL COLUMNS AT ELEVATION :o 100'-0" UNLESS NOTED BASE OF FRAME OPENING JAMBS AT ELEVATION= 100'·0'' ---"20=0--''·3,_" OUT TO OUT OF CONCRETE --·------- 69l PART.'( 0) PART.r .. , r--=H-~~'~ -, ~20'-0' ---~~~ --19'-•~-=-~----~~.~:;ILT~OO =--=~-t~ r--12.-:~~-~---~~----------· 0'·1J" vsok ilJ 1 ro !8l 1 ~ !fiJ R ~ tG)~~~:.:'U/;t;L/WL"i~,·~<~j/fi~Ld/L/~ fr:;: ----l~ f @1 G)! --l ---r.z G}:- " ®---· I , 1 1 (al v,,~sok I' I I ! 1 1 11 -·,• 1,._ H'=2.4k@ I -vH,=2.4k I I I I II I 11 · ~ 11 1: ~i ~I \\ ~I ~ ~~~ rPARTITioN /h::;~~~~~·/· ~ '1'1 ii: [ ~ r ISHEETTHis ~I •_IDE) , t_ ~ .L. SIDE) 1 --fh-o',~~:~~:, ; I ~ C01r ~~@-;,,=42k1--G \ ~ Hx=3.6k I ~ ELEV. == I ' ELEV. "' ,. v 99'-s" 1 99'·'" 1 . I' il II "'"•· 2 ' 1 ~-PARTITION 11 :r 1 ~' li I ~~~~:.THI~ 5'·10" /I N I rl :1,1 I , 1: r-~: I ~-~0 -IH v~s.6k 6 ~(y"'-+1 ?r." ~Cvly ~,<-, BUILQING'A' Cvl<j> ~-·----,lh0L -----0t·l ---:-r--,"'' . y "' b N I! (0']vup"'5.7k 'rY\ V ,t;0 V lV ~ w; '-=-"' I ~ H'=3.4k 1 ';i,;'v. • : ELEV , ELEV. = I ELEV. = ELEV • '< ELEV = ELEV. = I I_ ! 99'-6" E~f~ .. = II l't 99'·6" 99'-6" .,.... 99'-6" .. 99'·6' ·~~~ •• ~ : -J ~I 99'·6" I I IKi~f ~~ il H V=12.4k @Vup=10.0k Hx=3.1k Hy=3.6k I V=10.9k z :; ~ " _, ~ .., I __ _l_ ELEV .• r.;-,N ~I -T 99'-6" ~/ I b I Hx==1.3k i [8] r:.. ·--G o-jl! 0 ELEV. = 99'-6" ~ ~~ I I ~ I ~ ';> g 1M] -~ :;: ~ !;- al ~ ~ ~L 1 ' I I !I 81 :sl 5 0 f2 5 0 ;, b a. I I ®- I~ I ~ +-_:_ ~ _1-~~ k 1J J8 j (0Vup.:9.1k Hx=1.8k . H Hy=3.6k u V=0.8k Vup::Q.Bk !8 E2 L_i® Hx=tak.@ ' ~ ~ s r,N ;. 0 I REFERENCE NOTES, E~ 1. ALL ANCHOR RODS INCLUDING NUTS AND WASHERS FOR SAME ARE NOT FURNISHED BY CHIEF BUJLD!NGS. 2. ANCHOR ROD MATERIAL SHALL CONFORM TO ASTM F1554 HAVING A YIELD OF 36 KSI OR GREATER 3. ROD PROJECTIONS ARE RECOMMENDED M1Nlr•1UMS BASED ON THE BASE PLATE BEARING DIRECTLY ON THE CONCRETE PIER. IF THE IJASE PLATE IS TO BEAR ON GROUT, THE ROO PROJECTION MUST BE INCREASED ACCORDINGLY. 4. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3000 PSI 5. ALL DRAWINGS ARE NOT TO SCALE. I 0 b--ANCHOR RODS---~~---------REVISIONS -J NOTWITHSTANDING THE ADJACENT (BY OTHERS) i----------· -------~ SEAL, NEITHER THE ENGINEER NAMED ,,.,,,;·;', ---,----~ 1_-_ ------·---~.----------·---NORCHIEFBUILDINGSISACTING 'ft.' o, ·, .· QUAN SIZE I PROJ ~ AS THE ENGINEER OF RECORD. THE ~" ~~ ... ~_. ~-66 ·-;!1"0 ~-~;;;--·---~------~---·--·--~-------~~---------ENGINEERNAMEDANDCHIEFBUILDING::i~e"::;.-.. ' _ / r-------+---11 -------------·-· ---·------RESPONSIBIUTYISUMITEOTOTHE ~<:.>.~/.· ">{f/ ~ 226 o-%"0 1 2" 1A2A. :: :...... ~ ~ I --~------l··· --------L----------------------------·-----------------· ----j ~~~~ec:~~:~~~~~oo~~~cEEN~THE i : , -." .-./. [-~-=-----r====~4 ···----------------=~~=--==---=' OES!GNEDBVCHIEFBUILOINGS. \j.. ~,.·J-~-9-f(j.$ 1 ----l---ti1~ ------------::-:::-:::-:·----j \!f&:s.r;:,.,~;\\ ANCHOR ROD DRAWINGS -i MOU_I'JTAIN WEST CONSTRUCTORS I SG TRUST ==I RIFLE, CO 1 2-BUILDING COMPLEX ·----------~-------1 HIEF.~ fDRAWN ~ CH~ ORoERNQIAf-:71 LDINGS ...,...... AWf. OBI I / I . PO-l!OX2tlij -~-~-----C092879 ' ' . • IC.r••lh!umO>,/.,~ OfiA',~II~O.Ni' o1 -1<> "() "Hl ,..., . / • .. ; ~-~---------------- I I ® sw~ tl -'-ol==r=== -& ·---c.,c--- 1 @~~ w"' '"' -----1 11'-11j" 1----------+----- 1 --ce---- 0 (s.0 swT 11'-11~" f----____:_-·-t--· --'--~ 0 --e--- 0 40'-0" (TYP U.N ) il . -------------~--~ 0'·1~" -------~- --r I [OJ ~I I I I ~I ' II l_lj ____ :~77T7/ //////777/7//7/77////7/7777777 >; I BUILDI!:'!Q 'A' ~I _ _)_ AN<;HOR ROD PLAI\I_ FINISHED FLOOR ELEVATION= 100'-0" BASE OF All COLUMNS AT ELEVATION= 100'..0" UNLESS NOTED BASE OF FRAME OPENING JAMBS AT ELEVATION= 100'·0" ~ -------RE_V_tSIO-NS-----f-~ --NO_lWl_T_H_ST-AN-DiN-GTHEADJACENT -~,,,.uu··;,, --~-------------------SEAL NEITHERTHEENGINEERNAMED •''_nn [ _: _· .. A . ,,_~ .... ,,~,--~C. ~~ ---------------NORCHIEFBUILOINGSISACTING ,,. .... ~~i:.,..--" .. ",~c,cQ~··. ----~ -------ASTHEENGINEEROFRECORD. THE ... ~~oo::_z_ \t'\1 L. ~,"_, A. . ENGINEER NAMED AND CHIEF BUILDINGS $ <J •" ~~ I: ·:-7 ill ------------------------RESPONSIBIUTYISUMITEDTOTHE O :~ . ~-, ·._ ~. --_---------STRUCTURALPERFORMANCEOFTHE :: : '\. .. L),c;~ A ----------------------i PRE-E:NGINEEREDCOMPONENTS : :. --~~*-~ ',. J.2_A. ___________ ~------·-------j DESIGNEDBVCHIEFBUILDINGS. \..o\ / t@e.-- 1 '& -----------------------------~ \~:·.. ___ ,_· ' "~ 'l;cu.,t&,"\fJBf?' ~~ .. ~~"~fnM"; HANCHOR ROD DRAWINGS MOUNTAIN WEST CONSTRUCTORS I SG TRUST ---------j RIFLE"=, C:=cO~---,-:-cc--------IC HU!LIDEINGF.C.¥0MPLEX0RAWN-o-r--;;;-;;:::;;;-,----== CHDEBCK I ---ORDERNO.--F712 I' !BUILDINGS _ --:-AWK=-j--,:---j-1,n.~''''""'c~.,,,m,,..,.;,~r"" ~~~l~~P.~~f-9-"_1"'8-0"-'B-1-9-'_1 "'8 _'--QA--l CQ92879 I dR ! ----~--------------------------==~--==-·cc =--==o~=~=~= ~~'~::\---------,------- ,This bulldlng has been designed for a collateral load of 5 psf. / , The total applied loads due to ceiling panels, ducts, sprinkler 1. COLUMN FOOTINGS AND PIERS MUST BE DI:SIGNED TO . ,----------- I distribution lines, electrical equipment, conduit, fireproofing, WITHSTAND HORIZONTAL AND VERTICAL REACTIONS AS ) SHOWN ON THE ANCHOR ROD PLAN. CHIEF BUILDINGS IS 1 \other piping and mechanical loads, etc., cannot exceed this NOT RESPONSIBLE FOR DESIGN OF CONCRETE / I collateral load. In no case shall the total uniform Collateral load FOUNDATION. CHIEF BUILDINGS RECOMMENDS THAT THE 1 on an individual roof member exceed the product of 5 psf times SERVICES OF A QUALIFIED ENGINEER IS OBTAINED BY THE • 1 . \the spacing of the supporting member. Nor shall any individual CONTRACTOR I BUILDER TO DESIGN THE FOUNDATIONS j point load or summation of point loads on any one roof member FOR THE INDICATED REACTIONS. I exceed the product of 5 psf Urnes the member spacing times 1 I [half the member length. In addition, no individ< al point load on a 2. REACTIONS ARE GIVEN IN KIPS. (1 KIP • 1000 LBS.) I MOMENTS, IF ANY, ARE GIVEN IN KIP-FT- 1 , purlin can exceed 200 lbs. All loads suspendeC: from purlins , shall have the load introduced through the web and not the 3. ANCHOR ROD DESIGN IS BASED ON SHEAR, TENSION, I I flange of the purlin. Hangers cannot be supported from the edge AND coMBINED TENSION AND SHEAR CHIEF BUILDINGS IS ' f fl h h h I . th flan f the purlins 0 sign NOT RESPONSIBLE FOR ANCHOR ROD SIZE 1° angesort roug oesm e geso . e RECOMMENDATIONSWHENANCHORRODCONFIGURATION of hangers and their attachments are not by Chief Buildings. PLACES THE RODS IN A BENDING MODE. VVHEN THE Chief Buildings is NOT responsible for lateral or longitudinal COLUMN BASE PLATE BEARS ON GROUT, THE bracing of suspended members subjected to horizontal service, CONTRACTOR I BUILDER OR FOUNDATION ENGINEER SliALL I I / PROVIDE A SHEAR KEY FOR THE COLUMN BASE TO THE I Hxl ORIENTATION OF HORiZCJNTALREACllONS: I _!:fl__ Hx iS PARALLEL TO THE COLUMN WEB AND Hy IS PERPENDICULAR TO THE COLUMN WEB, FOR ALL ENDWALL COLUMNS & SOLDIER COLUMNS BY CHIEF BUILDINGS. r r----------·r ~" jY2 seismic, or wind loading. ! INVESTIGATE BENDING IN THE ANCHOR RODS AND J Chief Buildings neither assumes nor accepts any responsibility 1 PIER WHEN THE ANCHOR RODS ARE NOT ADEQUATE IN L for the design of hangers, bracing of suspended members, I \BENDING ABOUT THE PIER. transverse support members, nor connections to roof purlins. It __ _"-. _ _ _____ ~ is the responsibility of the Buyer/Contractor and/or End Owner 1 to have this design performed by a registered design professional. Building Design Criteria HANGER AT INDIVIDUAL ZEE_ PURLIN C092879 C0928'79A01 REACTIONS USED AT l!NE(S): 10, 9, & S PURI.IN -, THE WEB 't HANGER CONNECTION MUST BE THROUGH .,_:_ __ HANGER AND CONNECTION TO PUR UN .... -ARE NOT BY CHIEF BUILDINGS l MAXIMUM INDIVIDUAL t POINT LOAD HANGER BETWEEN ZEE PUf'LINS ,.. STRUTS AND CONNECTIONS I ' ARE NOT BY CHIEF BUILDINGS PURLIN """' _ --· -JV J' --__ .----C' , '-PURLIN 'I ' I MAXIMUM REACTION \ -----··----·-I; I MAXIMUM REACTION AT PURUN --I I AT PURLIN HANGERANOCONNECTION ---~ TO STRUTS ARE NOT BY ' " -~~-BUILDING_~- I Building Code 2002 MBMA Occupancy Category Roof Live Load Collateral Load Ground Snow Load (Pg) Exposure Factor (Ce) Thermal Factor (Ct) Importance Factor (l) Flat Roof Snow Load (Pf} Building Enclosure Wind Speed Exposure Category Importance Factor (I) Wind Pressure (q) Seismic Spectral Response Short Periods {Ss) Spectral Response 1 s Period {51) Seismic Importance Factor Use Group Design Category Site Class Seismic Resisting System Longitudinal Direction Lateral Direction Seismic Response Coefficient {Cs) Spectral Response Parameter Short Period (SDS} Spectral Response Parameter 1 s Period {801) Analysis Procedure Base Shear Other Loads: IBC 200<; Standard Buildings 20 psf (Tributary Area Reduction Not Allowed) 5 psf 40 psf 1.0 1.0; 1.2 at open areas of bldg -A 1.0 28 psf; ~'~~.6. pSf at open areaa of Bldg A Enclosed Partially f.nc_losed at open area of Bldg A 90 mph ((1Cpl± 0.18) 90 mph (GCpl ± 0.55) at open area of Bldg A c 1.0 1s.ae psf 47.8% 9.3% 1.0 I c D Steel Sys•<m (R-3.0) Steel System (R•3.0) 0.151 0.452 0.149 ElF 71,769ibs. Mezzanine Loads: Live Load • 40 psf Dee;~ load= 33 psf Cohcteral Load = 5 psi Partition Load = 20 psf C092879A03 REACTIONS USED AT L!NE(S): 6 & 5 ___ ,,~%~~~~~~E::_:I-:.; .. < . NOTVVITHSTANDJNG THE ADJACENT l~~~ \ N s... /~';~ ~:i..:-. SEAL, NEITHER THE ENGINEER NAMED $(,.):/J ~;(::<-:. \ _l _____________ ----r·--····----RE"ViSi6NS ---------- REFERENCE NOTES 1. ACTUAL BASE PLATE DiMENSIONS MAYBE SMALlER THAN BASE PlATE DIMENSIONS SHOWN. ------------ [! ~ ~ -~~ -= -=--=-- l_::_'-" ____ --------------------i _14__:_:_~----~====~= ------·-1 ~~~~:~~~~~~~Ng:~~~g~~THE ~ f:;; 2"<:3A £! ). ENGINEER NAMED AND cHIEF BuiLDINGs; i,O' y:J ~ E ~ RESPONSIBILITY IS LIMITED TO THE ; ~ ~~l' STRUCTURAL PERFORMANCE OF THE ~1i• f .?-;;/ ·i .;:"' PRE·ENGINEERED COMPONENTS "',, ~ /: ~ .. ~' DESIGNED BY CHIEF BUILDINGS. .. .. ,,,!fSJ{iriA\:~~·~ & 1rr•uultll,ll /6 ----------------- C092879AD2 REACTIONS USEDATLINE(S): 7 ~ ~---~ -"'7 I F I" /jv; '' u C092879A04 REACTIONS USED AT UNE(S): 4 ~ I I I I I I I I I ' ' l 6 12 \.000 ·--~ ~li .L--~~yer·---L--\-·-__ -f---L_t:: __ \-- -lJ.---__ -~_e~-_ ~--=---~· -----Ra-2 l,l.-d;'i<T-. ,,. 5' -7 :--- 2' -5 :---• <;>~ " " 4' -I 0 N' • :--- '-2 Rl:!'E.~ENCE NOTES 1. BOL TlliG RECOMHE~WAflONS-··-ALL HIGH STRENGTfl BOLTS ME A-325 \liTH 1-iEA~~ HEX NUTS MJO ARE TO BE IN- STAL\.ED USING THE SNUG fiGHT METHOD 5P£CIFIED IN THE 'SPECIFICATIOil FOR STRUCTURAL JOINTS USING f,S!M AJ25 BOLTS', PUBLISHED BY RCSC, DATED JiJNE :10,2004. SNUG T!GH1 CONDITION IS ATTAJtJEO WITH A FEW IMPACTS Of AN IMPACT WRENCH OR THE FUll EFFORT OF AN IRON WORKER USING AN ORDINARY SPUD WRENCH TO BRING iHE PLIES iNTO FIRM CONTACT. ;;>. enLT SPEClfJCATIONS --ALl SOLiS SPECIFIED THROUGHOUT THESE DRAWINGS WILl BE HIGH STRENGTH 80LfS CONFORIHNG TO ASTM ~J2S BOLT SPECIFICATIONS SUBSTITUTION OF MilO STEEL BOLTS WILl NOT SE ALLOWED "NO ANY FIELD SUfiSTITUTION 'r!ILL VO!O lHE DE:; I ON WARR~Nll'. " < ::: ·' 0 ' ;_ ---~FINiSHED F~OCR 42_: -7 s. ALL OIHE~SlONS ARE ltl INCHES UNLESS OTI'ER\-IJSE MARK EO. 6. ALL ORAtiHIGS ARE NOT TO SCALC. 7, NOTE o • REfER TO OEIIEllAL DETAILS A~O S[;CiJQNS FOR ROOF SHEET OVERHANG AND SPLICE LAP DIMENSIOI~S. 8. FLANGE BRACES .~RE REOUIRED ONLY ON ON£ SIDE Of FRAME, EXCEPT THOSE FLANGE BRACES THAT A.RE PRECEDED WITH A (2lFB ••• ARE REO!JJREll Q!ol 60TH SlOES OF THE FRAME. 9. ALL WELDS HAVE A MJNiHUH CHARPY \'-NOTCH TOUGHNESS Of 20 FT-L8F AT HI NUS 20 DECREES f, E " < w 6 d t ,. ·' Q ~ ~ " N ...,1 1,--------·----------------'----LJ,._ ---~~T~~-~=~======~·~,·-r============~'~ _ 89'-10 OUT TO OUT OF COLU~INS 90' -0 OUT TO OUT OF STEEL ,_.j --SPI ICE BOLT T AliLE ---- SPLICE NO SJZ£ ·---;:-------·; 6 -1 X Jo ' 10 -! ' ll c 10 -i ' ll D ' -l ' 2l I DEPTH ~ I' -B • 1' -a 1'-U 1' -7 ----------........ ===~~ NOTWITHSTANDING THE AOJA REVIsIONS SEAL. NEITHER THE EtlG<tlE @ .\,.,·;~,r;·;<-:-.. -. CEI'!J> .... ~~J;<~,_.~ ... ,. :;~ I CROSS SECTION 'f ~ N NUT SPECIFICATIONS--~WTS SP£CJFIEC THRCUCHOUT HIES£ DRAWINGS WILL BE HIGH Slf<ENG!H NUTS CON- FORMING TO ASTM A194 GRADE 2 0:? 2H, CR ASTM A563 GRADE C, Q, OR Oft NUT SPECIFICATIONS. SUB- E 4 -l X 2 s: E~ ...... ;. ~,f>J f.~<-" (I~ s... • ~\~·-' ~. !'' ...... MOUNTAIN WEST CONSTRUCTORS ~ ··~-( --·~, .. '\ i!loo • •.. , • x---___ -_-_-_-_-___ ..j~ ~~~~~GN~~ f~~E~N~n~~AN8 ;~ -----------RECORD. THE ENGINEER .'lA STITUTION Of 11!L0 SlEEt ~UTS WILL NCT BE ALLOU£0, MlD MH FIElD SUBSTITUTION W!LC VOID THE Df.SIGN \JARRANT'l' • 3· ALL EtEVATIOil DIMENSIONS ARE lAKEti fROM BOHOM OF FRAME COLUMH BASE PLATE. REFE~ TO AliCtiOR ROO DRAWPIG FOR BASE OF COLUMN ELEVATION. 4. TH'PORARY BRAC!NC SHALL BE JtlTROOUCEO \.iHERF.VER NECESSARY TO lAKE CARE OF ALL LOADS IMPOS£0 UPON THE STRUCTUHE DURING HiE ERECTiON PROCESS. FR.o.H.E•C092a79AOI . """) ' -~-~ ~ : :""" ;.·_;~ ~! ~AN~9'.~~1 .. •J'----::.# '-" it!1% .. "•·· ,; -.. ~-~-/ ;-,~-~--.;": P~ .. ~~/,•••o•&oo~~~:;.~/ ··.:fStOIIA\. •~,v;,•' '··· .. ~,~ ---------i AND CHIEF BUILDINGS j" ,A 3 RESPONSIBILITY IS LIHITEII 1~ TO iHE STRUCTURAL PERFOR f -------OF THE PRf::-ENGI Nf:ERED • A C0!1PONENTS DES 1 GNEO BY C IA.?A--BUILDINGS. rc..-===-------j RIFLE. co 2-BUILDING COMPLEX CHIEF ~ DRAWN CHECK AWK BUILOINGS r.o. sox ~o1s GRANO IRAHD. ~~ 68602 2078 16~SEP-08 I SG TRUST -- ORDER NO. ~ C092879 I -·-·----------. -----·----~-------~ -~ --~·-----·---~--·---··-----·---·--·--·-----·--~---~ ---··---··------~--~~--~-----~ ---~--~----··---·--· ------------------------~~ Mezzanine loading information: Auxiliary columns, frame columns, endwall columns, and floor beams are designed to adequately support the mezzanine area shown on the mezzanine framing plan. Design is based on the following criteria: Live Load Dead Load 40 psf 3 psf 314" plywood deck 15 psf joists 15 psi 1 112" concrete 5 psf collateral load {ceiling, sprinkler, etc.) 20 psf partitions Actual dead loads of floor beams are used for design. The plywood floor deck, not provided by Chief Buildings, must resist all live loads, dead loads, and collateral loads when supported by the floor joists at the spans shown on the drawings. The plywood floor deck must have sufficient in plane shear strength and stiffness and adequate connection to the top flange of the floor beams to provide lateral support to the top flange of the floor beam. The deck must have a positive connection to the floor beam at a maximum spacing of 1 '-0" on center and each connection must be capable of resisting an applied lateral force of 300 pounds. Chief Buildings neither assumes nor accepts any responsibility_ for the design of the plywood deck and floor joists and their attachments to the floor beams. It is the responsibility of the Buyer/Contractor and/or End Owner to have this design performed by a registered design professional. II (11) swf 20'..0" r----~-~--~---r- 1 I 80'-0" BL TO BL 20'-0" T 0 ~ I ~ swf 20'-0" 20'.0~ I a·.g·--+-r-"'--··.sl' I -~~- ~~F~~---F_,~==-=-c11---~ ~I II II I II II ,I Ill ,, 1il II I I I tt~~~ 0 ' I I I , Ll ____ ~-V7 7 I V 777 7////7//7// /7TTT/ ///7-7/7/// //7~ !!._UJ!.DING 'A' MEZZANINE FRAMING PLAN BLDG. 'B' -~~~~~---~~-· ~ ...... ~~~\> ,--------~--'R=EVISIONS_____ NOlWJTHSTANDINGTHEADJACENT f.~>... MEZZANINE DRAWINGS -----, I:.-~~---=-~-~~-~~-SEAL, NEITHER THE ENGINEER NAMED $lj,.9~"<:;·· ·1 ~ --~-~~~~~~~~~~~~"g; ~~~g~~GTHE E f:::/ MOUNTAIN WEST CONSTRUCTORS I SO TRUST ___ 1 & ·---. -~--------1 ENGINEER NAMED AND CHIEF BUILDINGS : :0 ~if'·:· ~-=--=-=-~~----·~~--_~~--~!~~£~~~m~·~~~~!.~~~~~HE \~~~ 2-BUILDINGCOM~~----------~·----~~ -------------------------------Jt -~~~--~~~-~~=·=-·~~-~-~-~-~~----~-~--~--DES~IG~N=~~CHIEF B:l:I~GS-·--~ ~ ~~1f.@NJ~\;,\~d ~--£--~--~~~~,~;z~"'[~:-__ 1 CHE~~ c~;~~;9 j~;J ----~--~~-------------~------~-----·---------~-----------·--------------·-------------------------- This bul!ding has been designed for a col!ateralload of 5 psf. The total applied loads due to ceiling panels, ducts, sprinkler distribution lines, electrical equipment. conduit, fire:proofing, other piping and mechanical loads, etc., cannot exceed this collateralloOld. In no case sh0\11 ths total uniform c:allaieralload on an individual roof member exceed the product of 5 psf times the spacing of the supporting member. Nor shall any individual point load or summation of point loads on any one roof member exceed the product of 5 psf times the member spacing times half the member length. In addition, no Individual point load on a purlln can f;)xceed 200 lbs. All loads suspended from purllns shall have the load Introduced through the web and not the flange of the purlin. Hangers cannot be supported from the edge of flanges or through holes in the flanges of the purlins. Design of hangars and their attachments are not by Chief Buildings. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, Belsmlo, or wind loading. Chief Buildings neither assumes nor accepts ;my responsibility for the design of hangers, bracing of suspended members, transversa support members, nor connections to roof purlins. II is the responsibility of tha Buyer/Contractor and/or End OWner to have this design performed by a reaistered dasign professional. HANGER AT INDIVIDUAL ZEE PURLIN PURI.IN ---.... ''\', 1 .,_ ... HANGER CONNECTiON • -1,\USTBETHROUGH THE WEB (f ~-l t!ANGERANDCON~ECTiONTOI'URLII-I ... --ARE NOT 8Y CHIE~ fJUillliNGS ' M:\'l:!~.lUM INDIVIDUAl ' POINT LOAD HANGER B.ETVI!'SEN ZEE PURLINS STRUTS AND CONNECTIONS r ARI'O NOTSY CHIEF BUILOINGS PURLIN --..'!;::--=>--· __ -------~~ ~; ·,j \ '--PURliN MAXIM~f.l REACTION \ ,i'.. --. -. -,~} I MAXIMUM REACTION ATPURI.iN , __ r ' ATPURLIN )! HANGER AND CONNECTiON TO STRUTS ARE NOT tlY CHIS: SUilDINOS REFERE_NCE NOTES 1. ALL PURUNS ATTACH TO FRAMING USING "STO" ATTACHMENT UNLESS NOTED. REFER TO GD MANUAl. SECTION 4 FOR BOLT LOCATiONS. 2. 'T'' =TOP SAG ANGLE. "B" = BOlT OM SAG ANGLF.. G---.-- 1 0--L 200'-0'' BL TO BL 20'--4" 20'·0" P5A (TYP U.N.) P6A (TYP U.N.) fl------~------.:::.-=-~~ /// , ~-----~-----~~~ ---~-~--1-r·~~--~ ------ ~~·~--~---~//.:~--~---~~J~--~ --~--",, // ---]~--~-----~4F -----~, / --· ~ -1,, --~---~91=-- ~---------;-r" ' , ---~91l!=i ---------4-~-------~==llt-- ~-~--r-~ --~ ~F----------~~~+~ ', / --~~-'-'-~--"r---~/ " I / rl ---:71<~--1 i------+~ ----~=11= ~~------~---' _//__ __::::_..._ --------:r ~----------~ -tf~~~-- " ,, ~A lr: t~~~-------~ 1l ~·~' / J f ,li / " ---+------9-----~+~ il------------_/ " ---~~~----~-~-~~ -- 'li ,;___._ 2Wlll --A ~ 1~1 --~F--~-----~~------~y iii "--~,, 1 / / Iii.-----~~----~---a---__L_____~~~ I , '!/ I /f, ! ---· -I /_7 _1_"_"-4;F--------JiF----- I .-<'-----4W6 I - 1,~---------~ --<=--~-~ // lij-~---~~----I ----:-->1 c/~,~~--~F L ____ j ___ J ~:::_ •wal ~ --o91F~-------- ----9F~---------~~~=~----~-+~ -----~~- ------~~~~-~---~-------~r-- ---~--r-=l~---· -l __ _ -~-------::---~-~""''""""" ORA~.:GS ~~--~--J --~- B B B B MOUNTAIN WEST CONSTRUCTORS I SG TRUST j RIFLE, CO --~- 2-BUILDING COMPLEX ~~~:~,~l:J--;:0~;;-W;;;;-;WNK:;-r-;CHECK c;;;;~~~i%l -! I I -I ·I REFERENCE_NOTES 1. All PURLINS ATTACH TO FR..O...MlNG USING "STD" ATIACHMENT UNLESS NOTED. REFER TO GO MANUAL SECTION 4 FOR BOLT LOCATIONS 2. "T" = TOP SAG ANGLE "B""' BOITOM SAG ANGLE. ---~----------~~--~---~-------~-------------------~~~ --~---'0_'-0_" B_LT_O_BL _____ ~----- ~T4 '"--'~-~-=r=--~-~~-1 TT -----··------------1 r I I l I I 1~-~~J~~===F==*I~~~~~-*~1!·=·-.~=-~~~~~~~-=-~~~~9F==~I ~ I ROOF FRAMING PLAN BLDG. '8' r==~:-=~=-R~ISJ9_fi!S __ -~:~~=-~-~= 1,& ------ r ---------------------· A -------------~--- ___ ------------ ,..t_ ----- ~~ ------------=--=--=-=-- ,,.uo~"''" NOTWITtisTANo(Na THE ADJAcetfr---~~--~:_:,_0}_}2~7':~.,-. ~. , __ ,·-· .. .--.'-'~a~ r__ t;,, SEAL, NEITHER THE ENGINEER NAMED .,•"'<<-'.-'-'~_;,;_ f· r, ,?~c;/.~ > NOR CHIEF BUILDINGS IS ACTING ,. .... r9'!/,.">< -:~ -.,.·.,. t,. /< AS THE ENGINEER OF RECORD. THE $ ....._~~"'«:. ~-· < • -, ENGINEER NAMED AND CHIEF BUILDINGS : :::;:/ ·, RESPONSIBILITYISLIMITEDTOTHE ~ :c;r'--f·~---n';:4~ STRUCTURAL PERFORMANCE OF THE ; ~ '---~· ~ PRE-ENGINEERED COMPONENTS -:. <.() •,. ---• r g _ DESIGNED BY CHIEF BUILDINGS. \::t?:;e,. ,./ / • 7 2 ..-,9 -; '·"""·:·-.' l m c ~ m 0 ~ I" ~ c ~·~~ ill " 1~~ ] "' H != c J~ .fo.:'}'J --- 1~ .:..t:w ll ~ "' H "' r ~ iJ '" r J·t 1~ .:-.1~ ~ w "' H ~ J~ m " ~ q m ·~~ 0 ~ ~ c ~ ~ I ROOF FRAMING DRAWINGS -~ , MOUNTAIN WEST CON-STRUCTORS I SG TRUST _ --·-J I RIFLE, co -~----I I 2-BUILDING COMPLEX-~ b_ HIEF.-_bj_ J [_DRAWN I CHECK_ i ORDER NO._ -j RF3 BUILDINGS ' AWK l •d,-,isj.,ofCIN•flrrdomi•r.lno. ~~~~.~~o.~F.I·· ----CQ92879 / 1 ~RO(Q.,IIJR ' ! r· .~-----------------------------~ ------------------------------------~-------~------------------~----------~ 1 ,__ ,;, " -· N b b b ~ N (s1 ( -r------~'0:~- 1 --~I SIDEWALL FRAMING ELEVATION COL. LINE A BLDG. A GIRT OEPTH: 6" (3)(2'9) T _ _JPART. ,- 19'·6" 20'-4" cp q) 0'-4" T---~~--~ I ~---1 l l I II "/ / I I ~ ~ I I /"-" '" Iii ----~-~-----------:------+----~~---_;-/-"" 1---------=~ zr I I r---r--------""-----I ---:-r . I' r------7RR -----""" I ~ I I ___ j --~ __ L_L SIDEWALL FRAMING ELEVATION COL. LINE A BLDG. A GIRT DEPTH: 8" 20'-0" (5) I r-- 1 I REVISIONS I NOTWITHSTANDINGTHEADJACENT --r- 1. GIRTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE INSTALl.ED AT TIME OF FRAME ERECTION. (GIRTS THAT INTERFERE \\liTH COLUMN STIFFENER MUST 8E FIELD NOTCHED TO FIT.) r--· ·-·---· -·----: SEAl, NEITHER THE ENGINEER NAMED I{· --~-·-. ---l NORCHIEFBUilDJNGSISACTING l ~ AS THE ENGINEER OF RECORD. THE I A --·---------~------ENGINEER NAMED AND CHIEF BUILDINGS .6,..~ · -------· RESPONSIBILITY IS LIMITED TO THE i--------~----------~·--~·---STRUCTURAL PERFORMANCE OF THE I A . . . .J PRE-ENGINEERED COMPONENTS ~~-!=--=-= ------.. -. ----==-~---~-~--~ DESIGNED BY CHIEF BUilDINGS. I At:. ---···--------------------~ SIDEWALL DRAWINGS I MOUNTAIN WEST CONSTRUCTORS I SG TRUST ! RIFLE,CO J 2-BUILDING COMP-LEX - CHIEF.~ ~ _DRAWN---+_c_HE_c_K_ -+--oR_D_ER_N_o. ___ ~1-~ B,UILDING_S POI 1-AWK C092879 : / od•,.loo•ICI,.IIndofllio~ln< ~~-~~i'l'".''"l :/ SV I I ~j i 1 --------~------------------------~---~--------------------------------~--------~-------------------~-----~----_---+--------~=---·--_--------------------l 9 f>ART~Cf cp cp ~Cf I {~-19·8" .. _O'~" f ---=--c___20'·0' T 20'·0' 20'-4" ~~ B£FE8_ENC~t.JOTES l 1~-----T---r:--------,--__ .11'____ II --rT ~-~-1 ,- ! ~~--_ !L-----+~----1-~, >t: /-/ ~-~1-------+t-----:J ____ L_IJ~---1-~----~---T 1 ::\ II . I I_L/ 1-", _jl ____ j _____ l ____ ll _ __l__t ___ l ~--~--1 ----~-~ --'""i-: '"-I I I I ! ~ il ~ ==,----~ I I I - ~ - I ij ~ L __ t_---=-----' ,_~""_,~t~_J I f -------· ~-t. -1----;/L: ___ ~"-_jll --n~m ; l- 'i 9 ..4-~-------8RR -----~>., L~ ----===---=-.--_,, _,._ - ~~:j l-~~-·1 I ' lill liJ. • I SIDEWALL FRAMING ELEVATION· · 1'"'i" f COL. LINE E 6LDG.A GIRT DEPTH: 8" cp 7 20'-0" 20'-0" IBl 1----12'·0" liJ 20'·0" - 13'-1(}~ .. I r= --~-- __ I I -- I SIDEWALL FRAMING ELEVATION ,,•<-. COL. LINE E BLDG. A G!RTO~PTH: 8" _____,.,, .... ~~~--------------------------------~~--REVISIONS NOTWlTHSTANDING THE ADJACENT l-~··S:\''; i ' ' I SIDEWALL DRAWINGS SEAL, NEITHER THE ENGINEER NAMED "' "V•L. ':lo • ---·-::c-c::-:::-=-:-:=-,-----::- 1. G!RTS LOCATED ABOVE COLUMN STIFFENER ARE TO BE INSTALLED ATT!ME OF FRAME ERECTION. (GIRTS THAT INTERFERE WITH COUJMN STIFFENER MUST BE FJELD NOTCHED TO FIT.) ~ ~tJ.4 --_------_ --------~-~-=--=--=--=~---~~~~~~~~~~~~Ng; ~~~g~~GTHE ~ {g ?': , _ I MOU_NT~A_IN_w_'§~ST~~9NSTRUCTORS I SG TRUST I -ENGINEERNAMEDANDCHIEFBUilDlNGS : ~ .... ,vo. . ! RIFLE, co , 3 . RESPONSIBilllYISLIMITEDTOTHE .. ~~-'/).,..;---"A_ ~ 1• 2-BUILDING COMPLEX ---~ I -----------~--STRUCTURALPERFORMANCEOFTHE \:rd•o ~__(/~~ !_ ;..,2 :_:::______ PRE-ENGINEEREDCOMPONENTS '•, 'P, -/,,,;_f 7-z e_ "cH-IEF.t¥frT·o.:-:.RA-c:WN:-:-:---.--ccccH"'Ecc-;-K·--,---C~-..:0oco;RgD""E2~R8~N07c-.9 ,1$/-2 -:~ ill DESIGNEDBYCHIEFBUILDINGS. .. .. "{!~ri(/~~~.\:_v:::(::-. _.-~BUILDINGS • ~:::A:.WK=+....:::=4-~=cc::.:: r--1 ;}--=----------------··-~--''••••••·• I•4WionrfCMollodmfri9>,1no. ~-~g~~NJ-~~-------1 ~ ' ... ~., •• , I ,-------------------------------------------------------------·---------------------------------------------------- 1 I 0 I 20'-0" ------=· ----------'----20'-0" 20'-0'' --r------------20'-Q" ~~ SIDEWALL FRAMING ELEVATION COL. LINE 11 13_f;.ff._~_E_NCE NQ_TI:_:;l_ 1. GIRTS LOC/>.TED ABOVE COLUI,-1N STIFFENERJ\RE TO BE INSTALLED AT TiME OF FRAME ERECTION. {GIRTS THAT INTERFERE WITH COLUMN STIFFENER MUST BE FIELD NOTCHED TO FIT.) 13LDG. B GIRT DEPTH: 8" 1 ! -. ENDWALL_f_I3AIV11!'1_(3 ELEVATION_ 0 I cr 20'·0" 20'·0" ,._,.. I .• ·__:____-0" --+--"-.... -"-.. t-"''~""----1 L, ,._.. r ·~· --l r-ill . '" I l1 ~ COL. LINE 11 BLDG. A GIRT DEPTH: 8" 20'-0'' C? 11~·~· r+-~::~ I . I ! __ j ___ ll---~- b I ~ 11=~ b I :;-;x ro --~ ___[~ -j--~---~ f----' __j ~~ ~ = I I I i ---------1----....J---~ -~-----I b b ~ :;-I ~ ro ----f---- ~----':..'·=-'" -t--12'·0" l!ll 9'•Q" 12'-4" I . ..:2'.._._J.:, .::'.j 1!'1 SIDEWALL FRAMING ELEVATION COl.. LINE: 6.9 SLOG. B GIRT DEPTH: 6" [ -------REViSiONS ----- IJ-t. ------ ~-==~ =--~-~-------- l...t. ------ ~~--::::_:-_--:=:____ --------------=- NOlWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR (;HIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. 20'-0" -- I I -- ;, ~ 5'·0" l - --- I ~ ~ I b ~I ~ ~ ~, I • I I ! . I ! i .I I ,------ 1 i ~ ~ I ~:;c~:;.;=~------:-_-----:-·:., ... IT/1/f/Y I ~fil ' I II I I ! I I I . I . ~~u I I I I 1 I I _, --L~·---- /-r-;t; ~/ // /A" / / {/ / ./ // I ' I I I i JJ I I I J. ___ /[:;};f::}>tt> // 7 ,/ v7 /;f/ /{/ / 1/, / ///~ f7/ 1/~ ~<!/ / /:V; ~ / //, /: nTr/ >/ T{/ 1 t/"/,// -// -~/'/,// / ' Ll J L ' Jjj __ l__l___L__j____jl_ ~-I_Uj i _ ____J______L__j_I_J I_-- SIDEWALL SHEETING ELEVATION COL LINE A BLDG. A cp --------------------------~-------------------··---~ Ul I ' I / VI ' I I I I ' I I I I I I L~L I r-r----r--1 I I I I I I I I I 1! SIDEW[>.LL SHEETING ELEVATION COL. LINE A BLDG. A ~-----------~----- REVISIONS ------------------------------- ~=~------------==----- r~-~~-. ---_-----= _- r t -_~.:..~--==---==~==·=== ,J..'..l. ----.-~- NOTWITHSTANDING THE ADJACENT ,,...., ... ,-\~~.::.; ·.-\ .. SEAL, NEITHE::R THE ENGINEER NAMED ~ NOR CHIEF BUILDINGS IS ACTING ! {§~~"(._~--. c •• AS THE ENGINEER OF RECORD. THE i .,"'<!{}' ENGINEER NAMED AND CHIEF BUILDINGS: :::;j RESPONSIBILITYISLIMITEOTOTHE 5 :0\28fk1;J/!~. /7 STRUCTURALPERFORMANCEOFTHE ; \_ ~(:::-?'~ PRE-ENGINEERED COMPONENTS 0: ..0 •. ~ _/--~· DESIGNED BY CHIEF BUILDINGS. \~••. .--:-iJP;,·: ·z z -£. , ~P•e '"%,:-..-.• .... ,, (" $.n ••••••'}~t--\\;1.~~;. c ,,,,~i'ONAl ~;. •• ·• , ......... . --,--· SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS I SG TR ·- RIFLE, CO 2-BUILDING COMPLEX CHIEF.. DRAWN CHECK OR BUILDINGS AWK co sdi>'i<i"'oiCII•IIo4•S!If•~t,loc ~~:~s~.!c..No r•Fm.?n7a .! ______ _ -------------------------------------------------------------------- I ---T[7Tr-:v-·-/ f / / / J' -~ I I 1/ v/ v / / / // / v //1/ / 1/./v//-"/1/ /// / :lt __ ,-: LL .L.-L ~~J L __ ~ I I I I . I -- I I I I ' ' I I I I I I ! I I I I i ~--I I I I IT_•-. -rr-1 I rr-T-,- 1 ' ' I I I ! I I ' . ' ! I I I ,I I r+ ___ / I I" /~ ~ I I I I I I I I II I I I I I I I !I I I I I I . I I I I ' :_ I I II I I I li I i! ' ' : ' I I I J 1 I '-~-'-Ll_l__l _ _i___j____jl _j _____ L_j __ --I --~----~ II I II I _L ----- I 1 j _1___~ __ 1 J___l____j_ -; ' 1. FOR OPENiNG TRIMS, REFER TO GENERAL DETAILS. ~I DEWALL SJI!'ETlr-JG ELEVATION COL. LINE E BLDG. A e I ---------------------------::::;::::;;::::::::;::::;:::::;:::::~ === = I \ . -__ L_j : \ I I OPEN FOR I BUllDJNG 'B' I ----_1 _ _l_j L_l J____ II\ I I \ I I I ,---l I I I I ___l __ l _____ _]___ j_ _ SIDEWALL FRAMING ELEVATION COL, LINE S BLDG. A ~---------REViSIONS ____________ _ ~~-~ ~--------------------------~-- 1~ -----~---~~--=-=-=--=-_:_~:::==-==. ---------~ ---------------------8. -----------------~- NOTWITHSTANDING THE ADJACENT SEAL, NEITHER THE ENGINEER NAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEER NAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE-ENGINEERED COMPONENTS DESIGNED BY CHIEF BUILDINGS. I SIDEWALL DRAWINGS MOUNTAIN WEST CONSTRUCTORS I SG TRUST __ _ RIFLE, CO 1 2-BUILDING COMPLEX '\CHIEF.SI'I o7:._9~s5-s~·L~•Nos P.vi •6MJ/onofC/tio/fodusfdSJ,/OC. GFVNDESCA.~O 68.!~-2{171 ~--------------------···--------------- C0 I (i) I I I I ! ~lJJ -----...:---- I I I I I I I I I I I I ' ' I • L: I _L_ LJ I I 'c) I I I I I L_L_j_L_ I I I _j__l_ __ l ~ ' 1 l ' I i I u I I I I I SIDEWALL SHEETING EL_EVATION ENDWALL SHEETING ELEVATION COL. LINE 11 BLDG. B BffERENCj: NQTES 1. FOR OPENING TRIMS, REFER TO GENERAL DETAILS. ~·rl a I i BUILDING ·A· a I -----/ I ~ . ~I I ~~-_L_j II I I I COL LINE 11 BLDG. A . II L~~ IHJ ~o I ' L__ I I I ril ' I I I I ---L SIDEWALL SHEETING ELEVATION COL. LINE 6.9 BLDG. B [ -==~ REVISIONS -=---=-~-=--~~'r~~~~~~~o~~~~~~~~~,i'~Eo .,•''~~;I_: -: ----~~ ---i SIDEWALl:_ DRAWI!'!_GS~--~--____ -----------~ i 1 -NOR CHIEF BUILDINGS IS ACTING j'~};:;,;.\ \l' i., · ·. MOUNTAIN WEST CONSTRUCTORS I SG TRUST ~A.._4_A. AS THE ENGINEER OF RECORD. THE ~ o ;:v · ·-~---------· - -~ ---~----1 ENGINEERNAMEDANDCHIEFBUILDINGS= :::::; .-:~._ ' RIFLE co a ---RESPONSIBIUTYISUMITEDTOTHE : :QJ 20 t:.'."-''f' '.·_, ....-. --' ------------- STRUCTURALPERFORMANCEOFTHE ~ \.( \ ''2:-')"L-::fifj:;:(._ • I 2-BUILDING COMPLEX '} __________ =--__ ~-PRE-ENGINEEREDCOMPONENTS "f..g_~ "--~ -'"-' ILCH~I=E=F.=!j=~~--=occRA-c-WN~'I --=c"'HE=cKc-TI_C_QD~R9-ocE=2R~8N=o7-.9~r<"I,%B,~-(p-A.3...l.. .. ----OESIGNEDBYCHtEFBUILDINGS. ~~· •• ---,~<~-2: ,?-6 I . I A *' .. ,~,..•••huoe,•~:v\-:-· BUILDINGS 1 ___:A_:::WK"'----t-- I L1..4 ----------------------.... ,~J'/Of\!1\\. ~~\;,,· •dMsiooo/CMBIIrd"striu,ln' ~~~~~.~~l>.hCI .. ,,,,.,,,,.,... '""'·""