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HomeMy WebLinkAboutPlansProject Number: Project Name: Address: Garfield County Building Department 109 Eighth Street, Suite 303 Glenwood Springs, Colorado 81601 (970) 945-8212 / FAX (970) 945-7785 Plan analysis based on the 1994 Uniform Building Code Date: January 12, 1998 Aspen Glen County Road 109 Contractor: Architect: Engineer: Report By: Occupancy: S3,B,F1,S2-B,R1 Construction: V-1hr:V-lhr Norris & Assoc. Kurtz & Assoc. S.M.G. Don Owens NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1994 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SECTION # 1 DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Property line WEST Property line Allowable area increased 6.25% for open -- Sec. 505.1 SEPARATION AREA INCREASE 10.0 Feet 25.0 Feet 10.0 Feet 25.0 Feet FIRE PROTECTION 10.0 Feet 25.0 Feet 10.0 Feet 25.0 Feet area on 2 sides. 0012:42( S•lee7te.eirLI 'a- 2(d. z Code review for: Project Id.: Address: FL NAME Page # 2 Aspen Glen County Road 109 OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Toilet 1 Auction Room 1 Class Room 1 Mechanical Room 1 Repair Garage 1 Storage/Stock Room TOTAL FOR FLOOR BUILDING TOTAL S3 B F1 B S3 S2 ok ok ok ok ok ok 48 100 140 68 1012 128 1496 1496 14875 0.0 ok 14875 0.01 ok 14875 0.01 ok 14875 0.0 ok 14875 0.07 ok 22313 0.01 ok 15312 0.1 ok 15312 0.1 ok The actual height of this building is 20. feet. The maximum height of the building is 50. feet. -- Table 5-B EXTERIOR WALL NORTH For Occupancy S3 B F1 S2 EAST For Occupancy S3 B F1 52 SOUTH For Occupancy S3 B F1 S2 Bearing Wall 1 hour 1 hour 1 hour 1 hour Bearing Wall 1 hour 1 hour 1 hour 1 hour Bearing Wall 1 hour 1 hour 1 hour 1 hour FIRE RATINGS AND OPENING PROTECTION Table 5-A Non -Bearing Wall 1 hour 1 hour 1 hour 1 hour Non -Bearing Wall 1 hour 1 hour 1 hour 1 hour Non -Bearing Wa11 1 hour 1 hour 1 hour 1 hour Opening Protection None None None None Opening Protection None None None None Opening Protection None None None None Construction Material Any Any Any Any Construction Material Any Any Any Any Construction Material Any Any Any Any Parapet Required No No No No Parapet Required No No No No Parapet Required No No No No Code review for: Project Id.: Address: WEST For Bearing Occupancy Wall S3 B F1 S2 1 hour 1 hour 1 hour 1 hour Aspen Glen County Road 109 Non -Bearing Opening Wall Protection 1 hour None 1 hour None 1 hour None 1 hour None Page # 3 Construction Material Any Any Any Any Parapet Required No No No No None No fire protection requirements for openings. 3/4 hour Openings are to be protected with 3/4 hr fire 50% of the area of the wall maximum. -- Table Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6-A ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs MATERIAL Any Any Any Any Any Any Any RATING 1 hr 1 hr 1 hr 1 hr 1 hr 1 hr None NOTES assemblies. 5-A, no dimension See footnote #1 See Footnote #9 See Footnote #8 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 606.5 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 4 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 OCCUPANCY SEPARATIONS -- Table 3-B S3 -B lhr A customer waiting room not exceeding 450 sq.ft. with an exit to the exterior is not required to be separated. -- Sec. 302.1 exc. 2.5 S3 -F1 lhr S3 -S2 lhr B -F1 Ohr B -S2 lhr F1 -S2 lhr HEATING EQUIPMENT SEPARATION: FOR S3 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 FOR F1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 FOR S2 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an S3 occupancy. Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 5 FOR B OCCUPANCY: Laboratories and vocational shops containing hazardous materials are required to be separated from the rest of the building by not less than a 1 hr occupancy separation. -- Sec. 304.2.2.1 SECTION # 1 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Toilet 1 1 0.0 No No N/R 1 Auction Room 14 1 0.2 No No N/R 1 Class Room 3 1 0.1 No No N/R 1 Mechanical Room 0.0 No No N/R 1 Repair Garage 5 1 0.1 No No N/R 1 Storage/Stock Room 0.0 No No N/R 13 TOTAL 23 1 0.4 No No N/R Door swing is based on Sec. 1004.2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003.2. Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. (0.3) For the minimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 FOOTNOTES: 13) One story S2 occupancies don't require rated corridors. -- Sec. 1005.7 exc. 1 FLUSH AND SURFACE BOLTS: Manually operated edge or surface -mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1004.3 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 6 LOCKS AND LATCHES: All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. -- Sec. 1004.3 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1004.9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1004.10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet. -- Sec. 1003.4 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 7 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec: 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2 exception #2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A Cedar or redwood shake shingles and #1 shingles constructed in accordance with Section 1504.5, Special-purpose Roofs may be used. -- Exception 1 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 8 AREA SEPARATION WALL REQUIREMENTS: 1) The area separation wall is required to be a = hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec. 504.6.2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection.-- Sec. 504.6.3, exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards' Sep/Oct 1982 for requirements. 4) A 30 inch high parapet wall is required above the roofing. -- Sec.504.6.4 See exceptions for alternate protection at roof. The faces shall be momcombustible for the uppermost 18 inches including counterflashing and coping materials. -- Sec. 504.6.5 AUTOMATIC SPRINKLER SYSTEMS: STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 9 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 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 and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is withifi 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. 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: A. Exposed area of an individual pane greater than 9 square feet. Code review for: Project Id.: Address: Aspen Glen County Road 109 Page 1/ 10 B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ADDITIONAL REQUIREMENTS: For S3 occupancy 1) In parking garages where any parking is located more than 5 feet above the adjacent grade, vehicle barriers shall be provided. -- Sec. 311.2.3.5 2) The minimum clear height is required to be 7 feet. -- Sec. 311.2.3.3 3) Parking garages require a ventilation system that exhausts 1.5 cfm per sq.ft. of floor area. -- Sec. 1202.2.7 For B occupancy For F1 occupancy For S2 occupancy Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 11 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4,2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 12 and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 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 closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 13 the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is 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. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 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. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 14 SECTION # 2 SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 0.0 Feet EAST Property line 25.0 Feet SOUTH Property line 10.0 Feet WEST Property line 25.0 Feet Allowable area increased 6.25% for open -- Sec. 505.1 FL NAME FIRE PROTECTION 0.0 Feet 25.0 Feet 10.0 Feet 25.0 Feet area on 2 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Mens Room 1 Women 1 Wait Area 1 Home Owners Assoc. 1 Office 1 Office 1 Kitchen 1 Halls TOTAL FOR FLOOR BUILDING TOTAL R1 R1 B B B B B B ok ok ok ok ok ok ok ok 99 99 96 120 200 120 344 330 1408 1408 11156 0.01 ok 11156 0.01 ok 14875 0.01 ok 14875 0.01 ok 14875 0.01 ok 14875 0.01 ok 14875 0.02 ok 14875 0.02 ok 14209 0.1 ok 14209 0.1 ok The actual height of this building is 20. feet. The maximum height of the building is 50. feet. -- Table 5-B Sle..c 2 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 15 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour Not Allowed Any Yes R1 1 hour 1 hour Not Allowed Any Yes EAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No R1 1 hour 1 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No RI 1 hour 1 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 1 hour 1 hour None Any No R1 1 hour 1 hour None Any No Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 16 None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr Floor/Ceiling Assembly Any 1 hr Roof/Ceiling Assembly Any 1 hr Stairs Any None NOTES See Footnote #5 See footnote #1 See Footnote #9 See Footnote #8 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required fot exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 5) Nonload-bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant -treated wood c) One-hour construction (any material) -- Sec. 601.5.2.1 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 606.5 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 OCCUPANCY SEPARATIONS -- Table 3-B B -R1 1hr Code review for: Project Id.: Address: HEATING EQUIPMENT FOR B OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 FOR R1 OCCUPANCY: A 1 hr. occupancy boiler or central -- Sec. 302.5 exc. Page # 17 Aspen Glen County Road 109 SEPARATION: separation is required around rooms containing a heating unit greater than 400,000 BTU input. separation is required around rooms containing a heating unit serving more than one unit. 2 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an B occupancy. FOR Ri OCCUPANCY: A 1 hr. occupancy separation is required around common storage and laundry rooms. -- Sec. 310.2.2 A 1 hr. fire separation is required between dwelling units. -- Sec. 310.2.2 SECTION # 2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC RATED DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Mens Room 1 Women 1 Wait Area 1 Home Owners Assoc. 1 Office 1 Office 1 Kitchen 1 Halls TOTAL 1 1 1 1 1 1 2 3 11 1 1 1 1 1 1 1 1 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 No No No No No No No No No No No No No No No No No No N/R N/R N/R N/R N/R 9 N/R 9 N/R N/R N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1003.3 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 18 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1005.5 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1013.1 Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- exc. 1 Door swing is based on Sec. 1004.2 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in feet and based on Sec. 1003.2. Exit width is to be divided approximately equally among exits. Width shown for all areas is based on other exits. (0.2) Width shown for 1st floor is based on other exits. (0.2) Width shown for other floors & basements is based on stairways. (0.3) For the minimum width of doors, see Sec. 1004.6 For the minimum width of corridors, see Sec. 1005.2 For the minimum width of stairways, see Sec. 1006.2 FOOTNOTES: 9) If this entire story has an automatic sprinkler system and an automatic smoke -detection system is installed&within the corridor, and actuation of any detector shall activate alarms is all areas served by the corridor, the corridor need not be rated if the occupant load is less than 100. -- Sec. 1005.7 exc. 5 FLUSH AND SURFACE BOLTS: Manually operated edge or surface -mounted flush bolts and surface bolts are prohibited. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1004.3 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 19 LOCKS AND LATCHES: All means of egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special knowledge or effort. -- Sec. 1004.3 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1004.9 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1004.10 TRAVEL DISTANCE: The maximum travel distance in this building is 150 feet. -- Sec. 1003.4 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 20 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2 exception #2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 21 AREA SEPARATION WALL REQUIREMENTS: 1) The area separation wall is required to be a hr fire assembly. Openings are limited to 25 percent of the length of the wall and protected with a 1 1/2 hour assembly. -- Sec. 504.6.2 2) If the building has a projection, 1 hr. protection is required on the exterior wall each side of the area separation wall equal to the depth of the projection.-- Sec. 504.6.3, exceptions If the projection has a concealed space at the area separation, wall, the area separation wall must extend through the projection. 3) If the area separation wall terminates at an inside corner, see the article in 'Building Standards' Sep/Oct 1982 for requirements. 4) A 30 inch high parapet wall is required above the roofing. -- Sec.504.6.4 See exceptions for alternate protection at roof. The faces shall be momcombustible for the uppermost 18 inches including counterflashing and coping materials. -- Sec. 504.6.5 AUTOMATIC SPRINKLER SYSTEMS: If the building contains 16 or more dwelling units, an automatic sprinkler system is required. -- Sec. 904.2.8 Residential or quick -response standard sprinklers shall be used in dwelling units and guest room portions of the building. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 22 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-8. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 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 and drain inlet. 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. 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: A. Exposed area of an individual pane greater than 9 square feet. Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 23 B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa deck area. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ADDITIONAL REQUIREMENTS: For B occupancy For Ri occupancy 1) Provide a window or door to the exterior from every room used for sleeping. -- Sec. 1204. The window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches(minimum), and a clear width of 20 inches(minimum). -- Sec. 310.4 2) All habitable rooms require exterior glazed openings equal to 1/10 or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.2 3) All habitable rooms require an operable exterior openings equal to 1/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3 4) Apartments - Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 5) Hotel/Motel - Provide a smoke detector in the main room or each sleeping room. -- Sec. 310.9.1.5 6) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 24 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 25 and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 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 closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to Code review for: Project Id.: Address: Aspen Glen County Road 109 Page # 26 the water closet. -- Sec. 4.24.2.2 & Figs. 84.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is 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. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 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. 4.17.4.2 & Figs. B4.17.3, 84.17.4 and 84.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. 84.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. 84.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. 84.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. 84.20.3.1 • Y ek" --:—.' ti fi 1 tp. 1 lN5 1 9 r 9 17-0 iO-O ON DOOiz 14.010-0 CO POO 5TALK w& 1/ WY O 5-0 / 4 32' -6" 1 / 1 '1 7 12' -51 / 2" / 76' 1 10'-51/2" / '1 11'-3 I/ 2" 14'-9" 9 ASPEN GLEN GOLF COMPANY DEVELOPMENT OFFICE 9929 HIGHWAY 82 CARBONDALE. COLORADO 81623 (970)963-6277 ' FAX (970)963-4638 (800)277-4536 MEMORANDUM DATE: TO: FROM: RE: January 14, 1998 Don Owens Garfield County Ian Hause fanning & Zoning Aspen Glen Golf Maintenance Building Per your request, I am submitting a floor plan of the golf maintenance building showing the omission of side B. Please see attached. I am also submitting the revised floor plan of side A as a stand alone structure. Thanks for all your help. i C: \SERVER\ pro jects\AG2`,AGM2.awg PS A� 0 EPccoo'%' t // /(9 /l / /BULK / / j/ / STORAFt ! i / / ; \ % ! / / , / / f/ \ %LC / // 1 1 — - �+ __ 1 / / 111 1 / / !/ --I) FP: 1 / / //1 /1i/ , / / r(J - .J 't `,„„../ / , / ti / / / mac_ D4 / / / 1 / / // 1 / / �` \\ / / / / / '/\ SPRINKLER HEADS/ / // • / 1 1 1 EDGE OF GRASS Ems'" Se- CNr � '.-/ // / .4-•r / `l/ / i,' / /"/ / i7 /, f 1 / �.� //\%\\CY /A\ l / 1' / / !-'/r ��/ / r,i/ / V / //X ! / i / / f / • f t / r // / 1 ePcil . / / / NA / / 0 24 rs 0 e.. 1 J ` / ( 1 \ d \� / / '\ / / \� j/ \/ /\ :� \�`�/ // 1 f` c. ----,\ ,4 :�� / / 0 10 v' GRAPHIC SCALE 20 40 / (iNFET 1 inch _ 20 rt .S GxA SCHMUESER ENGINEERS SURVEYORS GORDON MEYER / TRA zT ER DRAIN •6 /- / / GREcIV.5 MOWER / r- - ��o c 1T48g FIRE STA TION PARCEL SCHMUESER GORDON MEYER INC. 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 (FAX 945-5948) Aspen, Colorado (970) 925-6727 E,q,Se4/1ENT 60e. r r !SMALL J - / TOOLS 1 a 1 i 609° I • 1 / NUM- BER ASPEN GLEN REVISION ELECTRIC C:::7' --TRANSFORMER DATE r VICINITY MAP 3011PIECIlult 44- 111111111111100600 FUTURE /MPRO VEMEN TS MAINTENANCE FACILITY Job No. 93028H Drown by: MH 1 Dote: 100/11/97 Appr. by: CM2 41-6" i 44' -O" 2' -II I/ 2" 41_6" 1 4' -01 / 2" 6' -5" 4`-21/2" 5'-9 -9I/2" I. i I. 9' -9" 5-0 4-O nH meow RECEPTION 5-0 4-0 nH HDA. 5-O 4-0 , 5Lrm. 5-0 4-0 A5515T, FAK/ COPY 3, MFN' 5 12E5VOOM 5TACK WASH/ • 3-O 4-0 nH LOCKE125 12x18 WOA,IIEN' 5 12E51 ROOM 11 9 nH 2" FLOOR FLAN jfe 5' -3 I/ 2" 1/4" = I1_0" 71-1" NORTH 11'-4" S O C o0 Stl� ct� This w id cfm, tioeit 44714) 64ace 5 P eiI*o� duct As � T c o '� s � tit Y3 ��, ft s .tio rn t© t ,, P w rm Go�� T b w,?> 7' fitv;-.5-ect 1.?RclUCeci I- 1H- 9' ,(e-fiteN I340d1Pla, c apr Att. A-c4t0.1 o Yi,'a,a�,fL J KUL91Z & A55OCIA15, INC 5012 COLNTY 137. 154 a- NWOOn 5PRING5, caoPAno MAI NTS NANO FACILITY AT A5P N GLEN 17tVHLOMENT 9929 HILWAY 82 Cfl OWt7ALE, COLO J170 I7I2AWN 8Y: 5.L W. GEGKEI? P.J.K. 5CALE : A5 9-iO N Ptzo.EcT NO.: 9773 LA1V : cON5112 r11ON SET: 1/ 14/ 98 FLOOR PLAN SKEET: ✓e w A -I 1—I 1 I—III—=cioct -III—III—III—III-11 11-111-111-1 I- { 1-111-1 -_-, -111-111—III-111—I 11-111-111—I 1_ 11-111-111-111-111-111-111-_-_111-1 IIIA IIII III=III= -111=1 III -111 11E -111E IIIE-111E III -111- 1111111111 METAL ROOF a & vantektixc 504$ r t- 5/ 8 COX Fi.YWlO0t2 2x OR TJ kfr 1ER5 Ott MMIl!AC1l1 1.55 24" OC, 5EE mama? 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FUN Ott TOMER MTV ¶YPICAL 5C11ON I/ 2" 0-- 11-0" \ \ \ O 0 \ \ \ 76' 4'-83/4 6'-2 5/ 4 12' 8' -IO 1/ 2" 14' I" 71411 5-0 4-0 J POfzGH IO -010-0 OH POOR I4-010-0 Ori POOrt / /1II 1 / 2'/ II' -61/ 2" A55151-, H2O.A, LO16 R512K18 1' -6 1 / 2" >n 1 L 1 1 1 1 t 1 1 11 MAIN, IV'. 1RAt'.K fOR HO% CN' < , MN. WPcx / t7tzY O 0 LINE OF N2 5TGRY ABV, 5EE miA1i0N5 fOR Viis 'X7W 51215 & LOC, L 1 HOl12 GCC, SEP. WftU 2x4 016" OL, 5/ 6 NT X, EA. 5t /7 A' KJ fFl FAX/ COPY L. bs t'N waFnON 5-0 4-0 p-1 5-0 4-0 5'-7 1/ 2" N 5-0.4-0 5-0 4-0 E 1X!+17 6 -11" 52' 3'-6" 12'-5 1/2" 7' -6„ 5-0 4-0 17N -51/2" Jif 10' -51 / 2" Vi () ) FAK5 7-01-0 PDZP IMMO 6' 8 OWNING W/ COLNT?S 1-01-0 6'-91 / 2" / AV -6" /4'91/ 2" / 11'-51/2" / rAN 9' -11 1/ 2" 14'9" 76' in MAIN LVL t'L-A\ /16011 C\D Sed A/L4J 044 GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS 1. Design is based on the 1d1c14 edition of the Uniform Building Code (UBC). 2.Design Live Loads: a. Roof (Snow) 4OPSF b. Seismic Zone 1 c. Wind 80 MPH Basic Wind Speed Exposure B, Chapter 16, Division I1, UBC ).The contract structural documents and specifications represent the completed structure. The contractor shall provide all measures necessary to protect the structure and existing adjacent structures and utilities. 4.Coord1nate all openings through floors, walls and roofs with Mechanical and Electrical Contractors. Notify Engineer of any openings to be cut In structural systems. FOUNDATIONS I.Foundatlon Design is based on Soils Report #1017-502 by Hepworth- Pawlak GeotechnIcal, Inc., dated September If, I"7. Maximum design soil bearing capacity: 1000 PSF. The Contractor shall review the Soils Report and follow all recommendations therein, Including, but not limited to excavation, site conditions, drainage, backfill and compaction, slab -on -grade construction, drainage systems, and site inspection requirements. 2.AlI footings are to bear on undisturbed natural bearing materials or compacted structural fill. Gompactive effort for structural fill shall be in accordance with the Soils Engineer's recommendations. Bearing soils (natural and compacted) shall be inspected and approved by the Soils Engineer prior to placement of footings. CONCRETE AND REINFORCING STEEL I.AI1 concrete shall attain 3,000 P51 compressive strength 28 days. 2.Use Type 1-11 Portland Gement (ASTM CI50) with 4-6% air entrainment. Concrete aggregate to be normal weight (stone). 3.Perform all cast -In-place concrete work in accordance with "Specifications for Structural Concrete for Buildings," ACI 301-84, unless noted otherwise. Provide hot or cold weather protection per ACI 305 or 306. 4.Refnforcing steel shall conform to ASTM A615: *4 and smaller Grade 40; *5 and larger Grade 60 5.Horizontal reinforcing steel shall be made continuous by lapping bars a minimum of 32 bars diameters at all splices and providing corner bars. Fabrication and installation of reinforcing steel shall conform to AC1 315. 6.Provlde accessories necessary to properly support reinforcing at the positions shown on the documents. 1.Calcium chloride or- admixtures containing more than 0.05% chloride ions or thiocyanates are not permitted. S.Do not place pipes, ducts or chases in structural concrete without prior approval of the Structural Engineer. STRUCTURAL W000 FRAMING A. DIMENSIONAL LUMBER I.AII timber construction (light and heavy) shall conform to American Institute of Timber Construction (AITG) and National Design Specification (NDS) standards. 2.Structural framing lumber shall be Douglas Fir Larch *2 or better. B. FASTENERS AND CONNECTORS I.AII timber nailing and connections shall conform to UBC and AITG. Reference UBC. Table No. 23-1-0: Nailing Schedule. 2.Metal connectors for woad framing are manufactured by the Simpson Strong -Tie Company, connectors with nails shorter than common as follows: 8d x 114"; IOd x I1"; 16d x 2i ", unless noted otherwise. 3.Alternate connections and fasteners to those listed above, which have 1.GB.0. approval, may be used upon approval by the Engineer. 4.Lag screw connections, Including lead holes, pilot holes, and screw Installation, shall conform to NDS. 5.BoIts for wood member connections shall be ASTM A30-1 with minimum 11.t" diameter washer each end, unless noted othewfse. Do not countersink bolts unless noted otherwise. STRUCTURAL SHEATHING NOTES 1.Sheathing shall be American Plywood Association (APA), Exposure 1, G -D plywoods os follows: Roofs !," thick, APA rated sheathing, 32/16, with Plyclips midway between rafters at unsupported sheet edges. Wails " thick, APA rated sheathing, 24/0, all unsupported edges blocked. 2.Roofs: Place sheets with long dimension perpendicular to rafter or truss. Stagger end joints of sheets. 3.Nafl roof sheathings with 801 sinkers (Diameter = 0.113"). Attach wall sheathing with *10 X 1" Neer head 'Teks' screws. 4.Attach all sheathing at 10" O.G. at intermediate supports, and at 6" O.G. at sheet edges. STRUCTURAL STEEL I.Deslgn, fabrication and installation of structural steel shall conform AIS. and AWS specifications. 2.Steel shall be ASTM A36 (minimum yield strength = 36 KSI). 3.FIIlet welds shall be made with E1OXX rod, size 3/16" and continuous unless noted. LIGHT GAGE STEEL 1. Design, fabrication and tracks shall conform to 2. Steel for 12, 14 and 16 minimum yield strength = 3. Steel for 18 gage and minimum yield strength = Installation of light gage joists, studs and AIS and AWS specifications. gage shapes shall conform to ASTM A510, 50,000 PSI. lighter shapes shall conform to ASTM A611, 33,000 PSI. WOOD ROOF TRUSSES I. Provide open web trusses as profiled on the documents to safely support the indicated dead and live loads. 2.Truss manufacturer shall be a member of the Truss Plate Institute (TPI) and Component Manufacturer's Council. Trusses shall be designed by a Professional Engineer employed by the manufacturer. ).Lumber for trusses shall be of the species and grade as required by the Engineer's design. Grade stamp each piece. 4.Manufacture and install press-fit metal plates complying with TPi-"T 5.Manufacturer shall submit shop drawings to Architect for review and approval. Shop drawing shall indicate truss pitch, span, and spacing; gage, size and location of connectors; bearing and anchorage details, truss -to -truss connections, bridging and permanent bracing details; and all related items. 6.Submft shop drawings to the engineer for review and approval. 7.Submlt design calculations, bearing the seal of the Manufacturer's Engineer, with the shop drawings, Indicating species and grade of lumber, design loadings, and force analysts of each member and design of each connection. B.Fabrfcate trusses according to approved shop drawings. Provide trusses and all related Items required for erection, to include blocking, bridging and permanent bridging. '.Snow load duration factor 1.0 a. Truss top chord dead load 12.0 P5F b. Truss bottom chord dead load 10.0 PSF 4. SLAB DEPTH 143" SAW CUT 14 ( SLAB DEPTH ) IIIlII=unn= -1111 NOTE: THE SAW GUTTING SHALL BE DONE WITHIN 24 HOURS TO PREVENT UNCONTROLLED CRACKING OF THE SLAB AND WHEN THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERM I T GUTTING WITHOUT CHIPPING, SPALLiN&, OR TEARING. TYPICAL SAWCUT JOINT DO NOT EXTEND W.W.F. THROUGH JOINT. APPLY BOND BREAKER FULL LENGTH AND DEPTH OF THE JOINT. 2"x3" KEY CONT. 1- *4 CONT. EA. SIDE OF .JT. TYPICAL CONSTRUCTION JOINT LOCATE UNDER PARTITION WHEN POSSIBLE TY=JCAL CO\C SLA ON GLADE ITL'S INTERIOR SLABS -ON -GRADE ( 5.0.6. ) I. UNLESS NOTED OTHERWISE, INTERIORS 5.0.6.'5 SHALL BE 4" THICK CONCRETE SLABS PLACED ON A MINIMUM 4" THICK LAYER OF FREE -DRAINING GRAVEL. 2. ALL INTERIOR S.0.6.'S SHALL BE REINFORCED WITH 6x6- W1.4xW1.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. OPTION: REPLACE MESH WITH SYNTHETIC FIBER ADDITIVE PER MANUFACTURER'S RECOMENDATIONS AND ENGINEER'S APPROVAL. PROVIDE 1.5 POUNDS OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS PER CUBIC YARD OF CONCRETE, MINUMUM. 3. PROVIDE SLAB CONTROL JOINTS MAXIMUM 15' EACH WAY, UNLESS NOTED OTHERWISE ( SEE TYPICAL DETAILS ). 4. PROVIDE FREE -DRAINING GRAVELS AND COMPACTED FILL ( WHERE NECESSARY) ACCORDING TO SOILS ENGINEER'S RECOMMENDATIONS. 5. COMPACTIVE EFFORT FOR GRAVELS, STRUCTURAL FILL AND EXISTING SUBGRADES WHICH SUPPORT S.0.6.'S SHALL BE IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS. DWL*4x 16"F16" 24" D.G. *4 X * 24" D.G. 6RAT I NG - SEE ARCHITECT SEE ARCHITECT 8" 1'-0" 1/2" PLYWD - TYP EXTERIOR WALLS TYPICAL GRADE WALL REINF. *5 CONT. T 4 ,„,„r. *4 VERT. 0 16" O.G. #4 ® 12" O.G. 13 1WL *4. x 28" (�` l o ° ® 16" O.G. SEE PLAN 3" CLR•7' NO SCALE 3 -*4 CONT EXTERIOR SURFACE RE: ARCH REINF-SEE DTL A/51 3" CLR 111 �II SEE PLAN NO SCALE 8" O O i TYPICAL METAL STUD ® ALL EXTERIOR 4 INTERIOR LOAD BEARING WALLS: PROVIDE CONTINUOUS DEEP LEG TRACK: 16 GA. X 6" X 1.1/4" W/ 415" dia. X 5" EXPANSION ANCHORS IS 4'-0" O.G. x { CONTACT LAP SEE PLAN SEE PLAN R,OU6HEN GOLD .JT TO 1/4" AMPLITUDE-TYP CONTINUOUS ERG L 1414 X 114 X 14 (LLH) W/ 14" Gila X 3" HEADED ANCHOR STUDS ® 8" D.G. *4 X --\_/.'_. 24" O.G. W/2-#4 SUPPORT BARS #4 X® 24" O.G. I -$ VARIES (SLOPE TO DRAIN) 6" MIN 8" 2-#4 CONT. 6x6 10" dia. GONG PILASTER ABU66 POST BASE W/ 2- 1/2" dia. THRU BOLTS TO POST 4 I - 5/8" dia. X 8"Lc~2" ANGH. BOLT OR 5/8" dia. x 6" SLEEVE TYPE EXPANSION ANCHOR FINISH GRADE 4- *4 VERT *2 HORIZ TIE ® 12" O.G. 4 -*4x 24"L8" DAL'S 3" GLR EA. WAY NO SCALE 3 -*4 EA. WAY 1 CONT DEEP LEG TRACK W/ q/64"0 POWDER DRIVEN NAIL ®12" O.G. ATTACH EA. STUD EA. SIDE W/ *5 X 444" LOW PROFILE PAN HEADS 'TEKS' SCREW - TYP 2- *5 CONT SUPPORT BAR: *4 ® 4'-0" O.G. EQUAL SEE PLAN NO SCALE STRUCTURAL WALL SHEATHING (I/2" PLYWD)-TYP AT EXTERIOR WALLS EDGE SCREWS .l 1 ATTACH HD I I TO FDN W/ 5/8" dio. • CHEM -STUD ADHESIVE �J U. ANCHORS (MFR= THE RAWLPLUG CO.) OR EQUAL PER SCHEDULE INSTALL ADHESIVE ANCHORS PER ALL MANUFACTURER'S RECOMMENDATIONS NO SCALE ifl 5 (2) - 6" X 16 GA STEEL STUD (WELD PER A/S3) S/MTT14 HOLD-DOWN ANCHOR (HD) AS MFR'D BY SIMPSON CO. - SEE PLAN FOR LOCATION. SCREW TO STEEL STUDS A/ 15 - *10 X 4" 'TEKSSCREWS FOUNDATION WALL (REINF. NOT SHOWN) IA. HOLE /1 KURTZ a ASSOCIATES, INC. 5012 COUNTY RD 154 GLENWOOD SPRINGS, COLORADO ASPEN GLEN GOLF MAINTENANCE FACILITY ASPEN GLEN SUBDIVISION GARF I ELD COUNTY, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE; AS SHOWN PROJECT NO.: c1-7-13 DATE: CONSTRUCTION SET: 24 DECEMBER, 19011 SHEET TITLE: FOUNDATION PLAN SHEET: FOUNDATION PLAN NOTES: I. Concrete foundation walls to be S" thick unless noted otherwise (U.N.(?) 2. Dimensions this sheet are to face of concrete U.N.O. 3. TF = top of concrete footing. 4. TW = top of concrete wall. 5. Footings to be S" thick. 6. Finish grades are to provide 36" minimum cover for exterior footings. 1. HD designates hold-down anchor as manufactured by Simpson Strong -Tie Go. Hd's shown this plan connect studs bearing at this level to the top of the foundation walls. See typical detail E/51. `r D•Trzuss 12_ 81 0 I0' -11`i2" -1-1'�z' 31' -cid "(Yr -7 Al 11 51 1 -8`l 1=fcT L 7=-1 f' I i ' 1 L_ L 1 TD. 51A5 IF Doi -o1' 4 -61 10'-0'' -1-N. 2', J SI -RAL N 3 o'' ,1 14' - .5 11 ->� - • 51 `fR ENG t+ -DRAIN 'rW= 1001-01 TYP i). N. O. TI;- TYP AU- AROUND 1 1 (x OVEK rRf+MING Y TgUS5 MF< 3H EAT1+ -rR U ss x I=uIr L 1-ENCT-CH L 12' - 8Y2.21 1– �� e' 321-0'1 TY P 4 PLACES kI A TYP 31 • 0111M1•111.10 N Q 0 4 -01 (01-,51/22 sI-I0� k 1 -rr 053 1-2- np'1 = T P 1=T TOY_ sal;fLIN EOU PA--TiON PL -A \ 1/A-'1= 1'_0' 5 12- T.Q TR uss 1H'- 3YY' 12- —1s ATrACI+ 1iA. TRUSS E. ND W/ HI HuRR1C•ANE TiEw/ 3- 4-c8 5C-REVi Ta To�T�AGK- IYP 12 —14- 01-- 1011 - 01-10i1 Ilo-p11 01 _1011 4 lea' - Oil -mass 1081- I%g d KUR TZ & ASSOCIATES, Inc. STRUCTURAL ENGINEERS 5012 COUNTY ROAD 154 GLENWOOD SPRINGS. COLORADO 81601 (970) 945-8305 MI\ T E \P\C E FACILITY A512E\ GLE\ 5Ug7IV1510\ GARFiELD COU►JTY, COI-ORAPO PRALJN 13Y-- M C. E. K. CHK'D J K SCALE. - AS sHOWN pROJ. NO.' c11-13 pATE CONSTRUCTION 9-1 5HE6T FOUNDATION PLAN SHEET: ROOF FRAMING PLAN NOTES 1. f - Designates rafter, or roof truss showing span direction. 2. Frame all exterior waIIs and Interior load bearing wails with b" X lb gage Tight gage steel "Structural Steel Studs" (1= 3.3 In` , minimum at 16" on center. (See General Notes). 3. Frame interior non -load bearing partitions with 3" X 24 gage light gage steel studs at 16" on center. 4. Minimum header size at exterior and load bearing walls to be 2-8" X 14 &A. steel joists. 5. Support headers each end with 2 studs (1 jack + 1 king) minimum. Provide bridging per manufacturer's recommendations. (See General Notes). 6. JC---� Joist hanger or beam to beam Connection. Truss to truss connections to be specified bid trussmanufacturer. designates steel stud wall below this level of fra;ning. e. ■ Designates header support or post which supports framing this level. 32-0' lo' -CF' 1(0' - JI _101' e-10' cx10 1 2x8@ 2411 O.G. 441- ov�-R- 1✓ RPS M I N G -r 712 < P 2 - 1211 X GA 2-Iz')c12 CIA 5-(v11 XICo G A STUD (2. JACK5-r 2 KiNC15 STEL I, J 015-r kc. PR.Ov I ID LK/\f 5-ro P IN ATTIC x'571)L. I -Ir 1NGri-1 OF /2.1I Ca YPSuM, ,$DAKD ON 3 x/8'1 x 2_4 CIA. STeI L- s1uDs @ 2411 0.( W� 30j1 , 3C' I-kArG-r STE E.I. J0151 HDR -TR()ss 131X1 CI, =112'-q`1 a/12 - 49/1 /2 9/I G EL - `1 Z -9u LSSU21O J5T HSR 2xes@ 2+" o, c. (f)x 10 1 40( 121-8Y.11 �1_sII r � 32'- Q" 2x IU RRI�TE Rs @240. c. PKEMANUrAC1\JK1:D 1-f US5 e 24i1 O Ca 5UPTO-KTRAFTERS kV CONTINUOUS 2x IU LEDGER -Alf cH LEDGER 14/ (3')— Apt i2 X 26_4 ''rKSI SG�Ei.1� To EA S"r)D VI I NI M U ISI 1-1-012, MINIMUM HDR SUPPORT- - UPPORT- p" )c I b G A STuD3 (1 JACK tfKl>JG)- 5- I A/53 z - 81j x 14 GA, J015T5 441-0' r • filo-o" ;00E PLPr Y4'= I'_0�' 0 0\ TOP TRACK--, HEA PEK PONY HEAD TRAt:K T(TPCIkL_ HEADER CONNECT HEADER TO 5TUD5 J/ 140 GAGE 5 -r -1. - FL EA. 51DF_ I/ Low PR F4Lt- 5' • Cul" WEB AND gENP, ATTACH 2 -#S `TEK5' . 5CREw5 I/6'1 I` c:; I Z`1 KING STUD 1 KryP JACK sTUD L. KURTZ & ASSOCIATES, Inc. STRUCTURAL ENGINEERS 5012 COUNTY ROAD 154 GIENWOOD SPRINGS, COLORADO 81601 (970) 945-6305 IMkINTENANCE FACILITY 4T ASPS\ GI,E\ 5U37IV1510\ GARFi .LD COUNTY, COLORADO PRAM BY- M.G.E.K. GHK 5CAi-E A5 SHOWN PROD. NO q��3 DATE CONSTRUCT#ON 5ET: IZ-24-�� .5)1E TITIN"C:; ar ,• ROOF FFL MING PL..AN SHEET-