HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 2.pdf TOWN OF VAIL Town of Vail
BUILDING AM
75 S. FRONTAGE RD FIELU
VAIL, CO. 81657
970-479-2143
C U
Plan analysis based on
the 1997 Uniform Building Code
Project Number: PRJOl-0485 Date: April 11, 2002
Project Name: HAGERMAN= RESIDENCE
Address : 1794 S .FRONTAGE RD
Contractor: MS-2
Occupancy: R3 ,U1 Architect: MANIACI ASSOC
Construction: V-N Engineer: MARTIN DESIGN
Report By: JMONDRAGON
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 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.
# SHEET IDENTIFICATION CORRECTION REQUIRED
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
1 ALL ALL Plans must show the size and type of all windows and
doors. -- Sec. 106 . 3 . 3
2 ALL ALL Include a copy of the soils report for this site . --
Sec . 106 . 3 . 3
3 ALL ALL This exterior wall is required to be a 1 hour fire
assembly. -- Table 5-A
4 ALL ALL The minimum ceiling height in this area is 7 ' -611 . --
Sec. 310 . 6 . 1
5 ALL ALL Glazing in this hazardous location is required to be
glazed with safety material . -- Sec. 2406 . 3 & 2406 .4
6 ALL ALL This area requires glazed opening(s) having an area
equal to 1/10 or more of the floor area. -- Sec .
1203 . 2
Page # 2
Code review for:
Project Id. : HAGERMAN RESIDENCE
Address: 1794 S .FRONTAGE RD
7 ALL ALL this area requires operable exterior opening (s)
having an area equal to 1/20 or more of the floor
area. -- Sec. 1203 . 3
8 ALL ALL This bathroom is required to have an openable window
or a mechanical ventilation system. Where there is a
bathtup or shower, such system shall be connected
directly to the outside. -- Sec . 1203 . 3
9 ALL ALL This area requires an exterior opening for emergency
escape or rescue. The minimum area is 5 . 7 sq. ft . and
the minimum dimensions is 24" X 20" . -- Sec . 310 .4
10 ALL ALL A smoke detector is required in this area since it
provides access to rooms used for sleeping purposes .
-- Sec. 310 . 9 . 1 .4
11 ALL ALL A smoke detector is required in all rooms that may
be used for sleeping purposes . -- Sec. 310 . 9 . 1 .4
12 ALL ALL A smoke detector is required on all levels and they
are required to be wired to an alarm in the bedroom
area (s) . -- Sec. 310 . 9 . 1 .4
13 ALL ALL A smoke detector is required in the upper level
ceiling at the stairs . -- Sec. 310 . 9 . 1 .4
14 ALL ALL A smoke detector is required in the basement . --
Sec. 310 . 9 . 1 .4
15 ALL ALL The garage must be separated from the dwelling by 1
hour fire-resistive construction on the garage side.
-- Table 3-B and 302 .4, Exception 3"
16 ALL ALL The door between the garage and the dwelling is
required to be a 1 3/8" thick solid core or 20
minute self closing door. -- Sec. 302 .4, Exception 3
17 ALL ALL The stairway indicated does not provide the required
minimum width of 36 inches. -- Sec . 1003 . 3 . 3 .2
18 ALL ALL The maximum rise of steps is 8 inches. -- Sec.
1003 . 3 . 3 . 3 , Exception 1
Code review for: Page # 3
Project Id. : HAGERMAN RESIDENCE
Address : 1794 S . FRONTAGE RD
19 ALL ALL The minimum run on each step is 9 inches . -- Sec.
1003 . 3 . 3 . 3
20 ALL ALL The minimum head clearance vertically from a line
along the nosing is 6- - 811 . -- Sec . 1003 . 3 . 3 .4
21 ALL ALL A continious handrail is required along one side of
the stairway. -- Sec. 1003 . 3 . 3 . 6
22 ALL ALL The minimum height of the handrails is 34 " and the
maximum height of the handrail is 38" . -- Sec.
1003 . 3 . 3 . 6
23 ALL ALL The maximum opening in the handrail/guardrail is
less than 4 inches. -- Sec. 1003 .3 . 3 . 6 & 509 . 3
24 ALL ALL A 36" high guardrail with openings less than 4
inches is required where the drop-off is 30 " or
more. -- Sec. 509 .2, Exception 1 & 509 . 3
25 ALL ALL The enclosed usable space under the stairs is
required to be protected by 1 hour fire-resistive
construction. -- Sec . 1003 . 3 . 3 . 9
Sown of va61
TOWN OF VAIL
BUILDING FIELD
75 S . FRONTAGE RD Aft so&
VAIL, CO. 81657 U fa y
970-479-2143
Plan analysis based on
the 1997 Uniform Building Code
Project Number: PRJ01-0485 , Date: April 11, 2002
Project Name IAGEMAN RESIDENCE
Address: 1754- S .FRONTAGE RD'`
Contractor: MS-2
Occupancy: R3,U1 Architect : MANIACI ASSOC
Construction: V-N Engineer: MARTIN DESIGN
Report By: JMONDRAGON
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 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 .
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 22 . 0 Feet 22 . 0 Feet
EAST Property line 15 . 0 Feet 15 . 0 Feet
SOUTH Property line 37. 0 Feet 37 . 0 Feet
WEST Property line 230 . 0 Feet 230 . 0 Feet
Code review for: Page # 2
Project Id. : HAGERMAN RESIDENCE
Address : 1794 S,FRONTAGE RD
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
NORTH Table 5-A
For Bearing Non-Bearing Opening Construction Parapet
Occuupancy Wall Wall Protection
0 hour 0 hour Material Required
U1 0 hour None Any No
EAST 0 hour None
Any No
For Bearing Non-Bearing Opening
Occupancy Wall Wall Construction Parapet
R3 0 hour Protection Material Required
U 0 hour None
0 hour 0 hour
None Any No
1
SOUTH Any No
For Bearing Non-Bearin
Occupancy Wall Wall g Opening Construction Parapet
0 hour 0 Protection Material Required
U1 hour None
0 hour 0 hour None Any No
WEST Any No
For Bearing Non-Bearing Opening Construction Parapet
R3 0 hour Protection Material Required
U1 0 hour None
0 hour 0 hour None Any No
Any No
None No fire protection requirements for openings.
3/4 hour -- Openings are to be protected with 3/4 hr fire asse
50% of the area of the wall maximum. - dies.
Footnote 5 & Sec. 503 .2 .2 - Table 5-A,
Maximum single window size is 84 sq. ft. with no dimension
Not Allowed _ greater than 12 feet. -- Sec. 713 . 8
Openings are not permitted in this wall .
Page # 3
Code review for:
Project Id. : HAGERMAN RESIDENCE
Address : 1794 S.FRONTAGE RD
FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
------------------------------------------------------------------------
3 Bedroom #3 181 18 . 1 9. 05 1 Yes
3 Closet (s) 12 . 0 . 0 1 No
3 Bathroom 66 . 0 3 . 3 1 No
3 Bedroom #4 143 14 .25 7. 13 1 Yes
3 Closet (s) 13 . 0 .0 1 No
3 Bedroom # 5 164 16 .38 8 . 19 1 Yes
3 Closet (s) 12 . 0 . 0 1 No
3 Bathroom 110 . 0 5 . 5 1 No
3 BALCONY 98 . 0 4 . 9 1 No
3 Laundry room 51 . 0 2 . 55 1 No
3 SAUNA 51 . 0 2 . 55 1 No
3 Family room 408 40. 8 20.4 1 No
3 Halls, closets, etc. 90 . 0 . 0 1 No
TOTAL FOR FLOOR 1398 2
2 Master bedroom 195 19. 5 9. 75 1 Yes
2 Closet (s) 105 . 0 . 0 1 No
2 Bathroom 114 . 0 5 .69 1 No
2 Living room 248 24 . 8 12 .4 1 No
2 Dining room 69 10 . 0 5 . 0 1 No
2 Kitchen 169 . 0 8 .45 1 No
2 LIBRARY 115 .0 5.74 1 No
2 POWDER ROOM 30 . 0 1 . 5 1 No
2 FOYER 32 . 0 1.6 1 No
2 SKIER CLOSET 80 . 0 4 . 0 1 No
2 HALLS 56 . 0 . 0 1 No
2 Garage 506 . 0 . 0 1 No
TOTAL FOR FLOOR 1718 1
1 Living room 1325 132 . 5 66 .25 1 No
TOTAL FOR FLOOR 1325 1
BUILDING TOTAL 4442 2
Code review for: Page # 4
Project Id. : HAGERMAN RESIDENCE
Address : 1794 S.FRONTAGE RD
FOOTNOTES :
1) EGRESS - An operable window or door that opens directly to the
exterior is required from this room. The minimum clear openable
area must meet the following. -- Sec. 310 .4
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5 . 7 square feet
4) The maximum sill height is 44 inches
2) The number of exits is based on Table 10-A (Dwellings)
3) A mechanical ventilation system may be used in lieu of exterior
openings for ventilation. -- Sec. 1203 . 3 Such system shall be
capable of providing two air changes per hour.
5) The requirements for 2 exits from the 3rd floor is based on
Sec. 1004 .2 . 3 .2, Exception 4 .
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet
6 inches . Kitchens, halls, bathrooms and toilet compartments may have
a ceiling height of 7 feet measured to the lowest projection. If the
ceiling is sloping, then the minimum height is required in only 1/2
of the area. -- Sec. 310 . 6 . 1
Every dwelling unit shall have at least one room which has not less
than 120 square feet of floor area. Other habitable rooms except
kitchens shall have an area of not less than 70 square feet .
-- Sec. 310 .6 .2
Habitable rooms other than a kitchen shall not be less than 7 feet
in any dimension. -- Sec. 310 .6 . 3
STAIR REQUIREMENTS:
1) A stairway in a dwelling must be at least 36 inches wide.
-- Sec. 1003 . 3 . 3 .2
2) The maximum rise of a step is 8 inches and the minimum run is 9
inches -- Sec. 1003 . 3 . 3 . 3, Exception 1
3) A handrail is required on one side a stairway 34 to 38 inches above
the nosing if there is 4 or more risers. -- Sec. 1003 . 3 .3 .6, Exceptions
4) Provide a guard rail where drop off is greater than 30 inches .
The minimum height is 36 inches and the maximum opening size is
4 inches. -- Sec. 509 . 1 & 509 .2, Exception 1
5) The minimum headroom is 6 ft . - 8 inches. -- Sec. 1003 . 3 . 3 .4
6) Enclosed usable space under the stairs is required to be protected
as required for 1 hr. fire-resistive construction. -- Sec. 1003 . 3 .3 . 9
Code review for: Page # 5
Project Id. : HAGERMAN RESIDENCE
Address: 1794 S .FRONTAGE RD
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 .
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 waters edge.
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.
Page # 6
Code review for:
Project Id. : HAGERMAN RESIDENCE
Address: 1794 S.FRONTAGE RD
SMOKE DETECTOR REQUIREMENTS:
1) A smoke detector is required on the ceiling or wall at a point
centrally located in the corridor or area giving access to each
sleeping area. -- Sec. 310 . 9 . 1.4
2) A smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 310. 9 . 1 .4
3) A smoke detector is required on all stories. -- Sec. 310 . 9 . 1 .4
If the upper level contains sleeping room(s) , a smoke detector is
required in the ceiling of the upper level close to the stairway.
-_ Sec. 310 . 9 . 1 .4
4) Smoke detectors are required to be wired to the building' s power
source and shall be equipped with a battery backup. -- Sec. 310 . 9 . 1 . 3
5) Detectors shall sound an alarm audible in all sleeping area of the
dwelling in which they are located. -- Sec. 310 . 9. 1 .4
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for 1 hr. fire
resistive construction are required on the garage side only and any
doors between the garage and the residence are to be a self-closing
1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B &
Sec. 302 .4 exc. #3
SHAFT ENCLOSURES:
1) Chutes and dumbwaiter shafts with a cross-sectional area of not more
than 9 square feet may lined on the inside with not less than 26 gage
galvanized sheet metal with all joints locklapped. The outside must be
1 hr construction. All an openings into such enclosure shall be
Y
protected by not less than a self-closing solid wood door 1 3/8 inches
thick or equivalent. -- Sec. 711 .6
2) Gas vents and noncombustible piping installed in walls passing through
3 floors or less do not need to be in 1 hour shafts, provided the
annular space around the vents or i in is filled at each floor or
P P g
ceiling with noncombustible materials . -- Sec. 711. 3
3 ) All other shafts are required to be enclosed in a 1 hour assembly.
-- Sec. 711. 1 & Table 6-A
Code review for: Page # 7
Project Id. : HAGERMAN RESIDENCE
Address : 1794 S.FRONTAGE RD
1) Provide a window or door to the exterior from every room used for
sleeping and basements. -- Sec. 310.4 A 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
4) 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
5) Provide a smoke detector in all sleeping rooms and areas having
access to sleeping rooms. -- Sec. 310 . 9 . 1 .4
6) If there is a basement, provide a smoke detector that is connected
to an alarm audible in all sleeping areas. -- Sec. 310 . 9. 1 .4
7) Provide a smoke detector on all floors that is connected to an
alarm audible in all sleeping areas . -- Sec. 310 . 9 . 1 .4
TOWN OF VAIL
BUILDING Town ®f Vail
75 S. FRONTAGE RD
VAIL, CO. 81657
970-479-2143 F I st" L wu'h
V% Is
Plan analysis based on cou T
the 1997 Uniform Building Code
Project Number: PRJOl-0485 Date: April 11, 2002
Project Name: HAGERMAN EHU
Address: 1794 S. FRONTAGE RD
Contractor: MS-2
Occupancy: R3 Architect : MANIACI ASSOC
Construction: V-N Engineer: MARTIN DESIGN
Report By: JMONDRAGON
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 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 .
# SHEET IDENTIFICATION CORRECTION REQUIRED
1 all ALL Plans must show the size and type of all windows and
doors . -- Sec . 106 . 3 . 3
2 ALL ALL The minimum ceiling height in this area is 71 -611 . --
Sec. 310 .6 . 1
3 ALL ALL Glazing in this hazardous location is required to be
glazed with safety material . -- Sec. 2406 . 3 & 2406 .4
4 ALL ALL This area requires glazed opening(s) having an area
equal to 1/10 or more of the floor area. -- Sec.
1203 .2
5 ALL ALL this area requires operable exterior opening(s)
having an area equal to 1/20 or more of the floor
area. -- Sec. 1203 .3
6 ALL ALL This bathroom is required to have an openable window
or a mechanical ventilation system. Where there is a
bathtup or shower, such system shall be connected
directly to the outside. -- Sec . 1203 . 3
Code review for: Page # 2
Project Id. : HAGERMAN EHU
Address : 1794 S. FRONTAGE RD
7 ALL ALL The opening between this room and the room that it
is sharing light and vent with is less than 1/2 of
the area of the common wall . -- Sec . 1203 . 1
8 ALL ALL This area requires an exterior opening for emergency
escape or rescue. The minimum area is 5 . 7 sq. ft . and
the minimum dimensions is 24" X 20" . -- Sec. 310 .4
9 ALL ALL A smoke detector is required in this area since it
provides access to rooms used for sleeping purposes .
-- Sec . 310 . 9 . 1 .4
10 ALL ALL A smoke detector is required in all rooms that may
be used for sleeping purposes . -- Sec. 310 . 9 . 1 .4
11 ALL ALL A smoke detector is required on all levels and they
are required to be wired to an alarm in the bedroom
area (s) . -- Sec. 310 . 9 . 1 .4
12 ALL ALL A smoke detector is required in the upper level
ceiling at the stairs. -- Sec. 310 . 9 . 1.4
13 ALL ALL The stairway indicated does not provide the required
minimum width of 36 inches. -- Sec. 1003 .3 .3 .2
14 ALL ALL The maximum rise of steps is 8 inches. -- Sec.
1003 .3 . 3 . 3, Exception 1
15 ALL ALL The minimum run on each step is 9 inches. -- Sec .
1003 . 3 .3 .3
16 ALL ALL The minimum head clearance vertically from a line
along the nosing is 6- - 811 . -- Sec . 1003 . 3 .3 .4
17 ALL ALL A continious handrail is required along one side of
the stairway. -- Sec. 1003 . 3 . 3 .6
18 ALL ALL The minimum height of the handrails is 34" and the
maximum height of the handrail is 38" . -- Sec.
1003 . 3 .3 .6
19 ALL ALL The maximum opening in the handrail/guardrail is
less than 4 inches. -- Sec. 1003 . 3 . 3 . 6 & 509 . 3
Code review for: Page # 3
Project Id. : HAGERMAN EHU
Address: 1794 S . FRONTAGE RD
20 ALL ALL A 36" high guardrail with openings less than 4
inches is required where the drop-off is 30 " or
more. -- Sec. 509 .2, Exception 1 & 509 . 3
21 ALL ALL The enclosed usable space under the stairs is
required to be protected by 1 hour fire-resistive
construction. -- Sec. 1003 .3 . 3 . 9
TOWN OF VAIL 'A ' [ 1/ar�
BUILDING
75 S . FRONTAGE RD
VAIL,CO. 81657
970-479-2143 OPT
c
Plan analysis based on
the 1997 Uniform Building Code
Project Number: PRJ01-0485 Date: April 11, 2002
Project Name: HAGERMAN EHU
Address : 1794 S . FRONTAGE RD
Contractor: MS-2
Occupancy: R3 Architect: MANIACI ASSOC
Construction: V-N Engineer: MARTIN DESIGN
Report By: JMONDRAGON
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 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.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 22 . 0 Feet 22 . 0 Feet
EAST Property line 0 . 0 Feet 0 . 0 Feet
SOUTH Property line 37 . 0 Feet 37. 0 Feet
WEST Property line 230 . 0 Feet 230. 0 Feet
Page # 2
Code review for:
Project Id. : HAGERMAN EHU
Address: 1794 S. FRONTAGE RD
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For Bearing Non-Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
R3 0 hour 0 hour None Any No
EAST
For Bearing Non-Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
R3 1 hour 1 hour Not Allowed Any No
SOUTH
For Bearing Non-Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
R3 0 hour 0 hour None Any No
WEST
For Bearing Non-Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
R3 0 hour 0 hour None Any
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 .
Parapet not required based on the building not having a floor area
greater than 1000 sq. ft . on any floor. -- Sec. 709 .4 . 1 exc. #3
FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
____ ------------------------
------------
------------------------------------
273 27 .25 13 .63 1 No
1 Living room
1 Bedroom 126 12 . 55 6 .28 1 Yes
1 No
1 Closet (s) 12 . 0 . 0
1 Bathroom 49 . 0 2 .45 1 No
TOTAL FOR FLOOR 459 1
BUILDING TOTAL 459 1
Page # 3
Code review for:
Project Id. : HAGERMAN EHU
Address : 1794 S . FRONTAGE RD
FOOTNOTES:
1) EGRESS - An operable window or door that opens directly to the
exterior is required from this room. The minimum clear openable
area must meet the following. -- Sec. 310 .4
1) The minimum clear height is 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5 . 7 square feet
4) The maximum sill height is 44 inches
2) The number of exits is based on Table 10-A (Dwellings)
3) A mechanical ventilation system may be used in lieu of exterior
openings for ventilation. -- Sec. 1203 .3 Such system shall be
capable of providing two air changes per hour.
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet
6 inches . Kitchens, halls, bathrooms and toilet compartments may have
a ceiling height of 7 feet measured to the lowest projection. If the
ceiling is sloping, then the minimum height is required in only 1/2
of the area. -- Sec. 310 .6 . 1
Every dwelling unit shall have at least one room which has not less
than 120 square feet of floor area. Other habitable rooms except
kitchens shall have an area of not less than 70 square feet.
Sec. 310 . 6 .2
Habitable rooms other than a kitchen shall not be less than 7 feet
in any dimension. -- Sec. 310 . 6 . 3
STAIR REQUIREMENTS :
1) A stairway in a dwelling must be at least 36 inches wide.
Sec . 1003 . 3 .3 .2
2) The maximum rise of a step is 8 inches and the minimum run is 9
inches -- Sec. 1003 . 3 . 3 .3 , Exception 1
3) A handrail is required on one side a stairway 34 to 38 inches above
the nosing if there is 4 or more risers . -- Sec. 1003 .3 .3 . 6, Exceptions
4) Provide a guard rail where drop off is greater than 30 inches.
The minimum height is 36 inches and the maximum opening size is
4 inches . -- Sec . 509 . 1 & 509 .2, Exception 1
5) The minimum headroom is 6 ft. - 8 inches. -- Sec. 1003 . 3 . 3 .4
6) Enclosed usable space under the stairs is required to be protected
as required for 1 hr. fire-resistive construction. -- Sec. 1003 . 3 .3 . 9
Page # 4
Code review for:
Project Id. : HAGERMAN EHU
Address: 1794 S . FRONTAGE RD
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 .
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 water' s edge.
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.
Page # 5
Code review for:
Project Id. : HAGERMAN EHU
Address: 1794 S . FRONTAGE RD
SMOKE DETECTOR REQUIREMENTS:
1) A smoke detector is required on the ceiling or wall at a point
centrally located in the corridor or area giving access to each
sleeping area. -- Sec. 310 . 9. 1 .4
2) !, smoke detector is required on the ceiling or wall in each sleeping
area. -- Sec. 310 . 9 . 1 .4
4) Smoke detectors are required to be wired to the building' s power
source and shall be equipped with a battery backup. -- Sec. 310 . 9 . 1 . 3
5) Detectors shall sound an alarm audible in all sleeping area of the
dwelling in which they are located. -- Sec. 310 . 9 .1 .4
1) Provide a window or door to the exterior from every room used for
sleeping and basements. -- Sec. 310 .4 A 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
4) 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
5) Provide a smoke detector in all sleeping rooms and areas having
access to sleeping rooms. -- Sec. 310 . 9 . 1 .4
6) If there is a basement, provide a smoke detector that is connected
to an alarm audible in all sleeping areas. -- Sec. 310 . 9 . 1 .4
7) Provide a smoke detector on all floors that is connected to an
alarm audible in all sleeping areas. -- Sec. 310 . 9 . 1 .4
F.
70.3 - 1 OVERHEAD
POWER LINE M
/ oSIGN 68.6
/ 36" CMP Q
/ AFIRE HYD. OUND
REBAREW/ WASHER
69.7 /
WOOD FNC. O
/ / �4'• 4
UPPER EAGLE VALLEY SANITATION DIST.
/ CANS PED " / 10' SEWER EASEMENT \ is
4Q / BOOK 233, PAGE 708 �Q 7Ts 65.9 �S
/ /
WOOD FNC.—
68.1 / / / 0.7'
SCALE: 1" = 20' p�C / DECK \ � \ \
DATE OF SURVEY: 3/10/92 / ,1°�� / 0 7' '' 5.9 E OF
/ � � � �_ '— PAVEMENT
1.0. � 0 2.0 \
OUTLINE 1.0'
�pP / BUILDING \` BRIDGE
Gk, / oGUY WIRE LOT 3
�P \
2' OF SNOW ON LOT AT TIME OF SURVEY �4Q0� / / C,�,Q� 0.5322 AC. 4.0 l/ / \\
NORTH BANK OF GORE CREEK HAS SCATTERED WILLOW BUSHES
OJ OWER
DENOTES AN EVERGREEN TREE AND ITS APROX. DIA. POLE
�� / \ _ 2.0' EDGE OF CREEK \
9P / \
/ 2. 0 '
� G
LOT 5 SEWER MANHOLE
RIM ELEV= 7956.8
/ GAS FACILITIES, INC. 0 5' •5 1 '� �'` Dc9 \ // INV ELEV= 7960.6
6' GAS LINE EASEMENT
66.3 / BOOK 190, PAGE 591 / SO 2.5' / --" 5'
\@�EWER MANHOLE
_ RIM ELEV= 7966.9
�groo �► INV ELEV= 7960,2
�6 , BASIS OF ELEVATION
its a ' 2.0 ` /"��
/ FJ WELL IOOYR. FLOOD BOUNDARY / - OVERHEAD
POWER LIN v
/ .3' �3, / 4.0'
/ ,
' G�
50ETBACKM•_,•� LOT
64.9 / POWER
/ • WATER VALVES GUY WIR 1-11 /
LO T 2 _ •o
0.3941 AC
SURVEYOR ' S CERTIFICATE
/ • T '� �9'1 ' I , Stan Hogfe.ldt, a Professional Land Surveyor registered under
0.5' 0.7 /� /� Cj the laws of the State of Colorado, do hereby certify that this
---/ topographic survey was made by me and under my supervision, and
EDGE OF / / 1.3' /' that the survey is accurate and correct to the ,"•` my
PAVEMENT / / / knowledge.
LOT 7
Dates---3-"4°-s_`
Stan Hogfet r'
CENTER LINE Colorado P. L. S. 26598 p7•V�,',.
/ O \ GORE CREEK 'y
/ OVERHEAD
POWER LINE / EDGE OF CREEK
OVERHEAD
POWER LINE LOT 11
o Ul
0
/ ., 1,
62.9 / / / ��' S �o'� IIL�
i GG�
i' LOT 12
/ LOT 13
TOPOGRAPHIC SURVEY
LOT 2 AND LOT 3
OTxC . VAIL VILLAGE WEST FILING NO. 2
71 Accoarcang to Colorado law you m casence any legal actpn. bas s ugc�n any defect TOWN OF VAIL,
in suucv�y with three ye tr0 after you firgt d�.sooger such detect. Tn >no .evert;,
4119 HIGHWAY 6 & 24, EAGLE-VAIL
P.O. BOX 1230 may any action' bated upp" �ax detect in t is survey be oaimmen'e", pare t.h4n te* Ye,"4 EAGLE COUNTY, COLORADO
EDWARDS, CO. 81632 from 0* ddte of the �
c 'tip `
>�icat�orlt. sC . h n. ,
30,3 949-1406
_ .. BIGGS 3 16 92
F
❑T 3
1X6
` BL DG
Go� JVI RE / �❑ 1
/ o
zz
EDGE of POWER �
PAVEMENT - / / POLE ,. - ------
/ /
2. 0'
/ / /
0. 7
/ 4
0 �J `
422 i
i
100 YEAR ELOOD
BOUNDARY 2. 5' 1 �
05 -
4 40
TB"WALKA UU� \ �� / / \ 2 2. J
41r
407
1.0
-- - _ S LOT 3
EACILI TIES, INC. 2,�� ° 2. 0
/ - GAS LINE EASEMEl1 -f
/ / BOOK 19 0, PAGE 591"
/ OVERHE O�
POWEPZLINE / 4. 0' �
LOT 2
i
0. 5j3 AC C. i
3. 5 CMP / 50 STREAM SE- TBACK LOT 6
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SPECIFICATIONS
GENERAL REQUIREMENTS 18. Provide guard fall per Code. across exterior door OPenngs where distance to grade is 30" or greater. and where STEEL CONTMUED: /r�
slops and deck are not present. � � � ' V � I
3. Steel hlbe cOkxrnrli b conform with ASTM A501 or A53 Type E a S. Grade B, with minimum 4" x 6" x 318" base plate and associates
I . x. rradjna�ppun Lion the contractor, his superintendent, and oA the wb-coo$aclors_shaA carefully ops and shot v 1 by �M-
!exarnMe and because forn$or ws a N i 9 erily iacaAprh of of mechanical and ek.:A;tw fines before tasting foundation and provide sleeves. incorporated
dron*sio; spedficoiions; charge ceders: and arty other contact documents and lower foundations or C*If protection Ground Ones as requited.
inspect the exnfng sMa in order b ovoid omksiom, duplications, discrepancies and to insure a complete and sound 4. Structural steed shat conform to the A.LSC- "SpeciFcotion for the Design, fabric:olion and Erection of Structural Steel for
d��ct� 20. AN rough lnrA)er b have a moisture content of 19% Or less. a r c h I t e c r s
BuAdht�". fafest edition.
2, lGenenal contractor, sub-contrat•1ors, and owner are b make no Chong" whether o deduct, addition or a no-cost 21 At finished lumber if) have a moisture Content of 9% a less. 5. At Structural Stool shoo conform !n ASTM A36 or A572. Grade 50
rRt�e chaggs unless request k provided to the orChflecf for his full understanding and approval. Any charges mode by
the general contraactor. sub-cont0gar, and/or owner, without approval by the architect, shot be the responsibility of 22. At gloss shat conform b PS DD-6-451 . Safely glass shat conform to U.S. Consuxrxsd fhochrCt Safety Corrrresiori
6. Steel pipe columns shot confirm to ASTM A-53.
Standard 16 CfR 1201 .
3. ff IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WRITTEN NOTTHCATION OF ANY CHANGFS r() THE Alll RW MQUtRE MMEVW %ML 7. Provide steel inlets as requited to support stone masonry above as openings. Provide one angle - 4" x 3 112" x 114" for
�'L1EM g`1FORA4NG HtM each 4" wall thickness kx Spam up b 5'0", and one angle - 5" x 3 112" x 5/ 16" tar each 4" of woo (thickness of al
/HER OF THE CHANGES REQUIRED BFFORF SUCH SICJRK COMMENCES.
Fixed and Si Glass lass Panels of Siding Type Doors
spars up b 7'0"
1. EN17fJN Shower and Bathtub Door Encbsures
Panels with Glazed Areas in Excess of 9 SO, Ff. with Lowest Edge Less than 18" A-F.F. PLUMBING
�. the tlrarri'Ips rntd specifications, u49fn the Contract of which they torn o port am intended fo provide for and At Other Areas as Code Requires
'acLirnpnse ev4Ry1l1Y1g necessary b the proper OW complete finishing of the work in every part, rat-wiRxtanding that
( AA ich and syery Rein "ecessory may not be shown On the drawings or mentioned in the 23. Provide w ceilings 1 . Contractor Shall design and provide 01 main and branch fides for ag plurnbing per current codes and standards.
1Ns§['AlcatkxN Ono specifications. the fei. and l undry si at ot vrak and c . Ol stnower, and bathtub areas, and ag woos at lavotay, water
s 6awFngs me cooperafrve, and what k calved tw W either shot be as bindksg as R called by both, ck>sei, lKde1, and bvrdry sink rsr"os Verify of plumbing fixtures with Owner-
- 1 'difttAR7A Cantacicx and/or SubconYoctor shag. abide by and com;* with the true tent and meaning of all the 24. AN Construction shat be built according to the latest edition of the Building Code adopted by the municipally of
C diOW11'sps Ond 9NJCMtefoom taken as a wheis, anti ShcA not ovodhimfell of any unintentional error w omission which the bui " a constructed. H.Y.A.C:
fl�Syet�ritl�Oro west. v 25. Provide sound insubNOn at bit, and laundry rawrx.
perimeter walk at al both. lava Sign ling and/or c
` . ,.. �Y eea « any y dispute arise as b ControCbr shat de entire trod doing system per applicable codes arxi per ASHRAE 90 sfonaords.
„ SN~ � r dieralsoncy appear a esfrksian be realized or should n ddubf exist a on
>yr c - s else tub "W eroorxrsg of the drawings or of Nine sCSecif�dfiorss, or should city por7ion of the some 26. At rOW seas shat hove one
fbp�tB of More th din am construction by obscure laYat of 1511 fell under ag It shit p.o box 745
fsi Ilfe geinarot COnttatilr shat kmvdlO" app" to the architect for the . to 2H 2 ospha > duel two layers of I SR fe(f at roof pifohes at 4: l2
. ,t x fe�. . s x t • .f Cot_reclleessd Oplprsaian ItKO a0nsfhtr�arr. mrt- t .e.. ' EtEC7R i 4 osonville, michlg
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VA be �f the faYit b1 fu/elln; b RFe 1 27. Pro*fei ice B Snow membrane of Of roof eaves to o point of least 24-inches inside the exterior waA Aide of the butldm9 1 . Flectic{Dn shall verily types and location of al electrical with owner before instoAabon.
• . _ - ConAioChX, SpedR�^ators sTrdla draw which will be lorworded b the and at of saddle areas. (240) 627 -4123
c v Yr 28, lhertrai insulation shall have She 2. Al wprk shill be Per'forll in accordastcawith the latest edition of the N.F.C . (National Flic/rk: Code) fax 627.2776
blowing "R" values: 3 1 /T` = R- 1 f 6" = R-19 12" = R maniaciassoclFglx.nef
i r wz r , , . tt �. Tfs4_feWleeCe At FrecederFte partalhktg 10 +^DmtYlCtdotatnem115 as follows: 3. E4cfical Contractor shall circuit of esec trIc and Provide appropriate paned size.
R" Agleflacrsl + 29. Provide 2 x d solar ties nt raker construction Oi 32" o�.
_ . . - x x �. =� 2 Axl9ersaa; 8ufe'Nrss „.
(g 4. lions
.. , y d` �� 1 FOIZIJDATION
7. Drawings
- - --. At sire and reinforcing for ON concrete woos, footings, and slabs shot be
SYM LS/ABBREVIATIONS
. -. --.anyof._ . _ ng gs. designed by Structural Engineer. ® At - FRD Fine-Rated Door
I�TimvisRxts h any of the Contract Dat+xrssnb nAAsrcts may use iycor�ftct or incal4Rillsi5f 1bfRi any Of the (see 5lruchxat Orawirngs.i � � Angle France
i?a'+AgroFrM in Msese GernercdCondMOns riri be vdtl to tFW exknt O( o+ch Conlict or 'rrconsisAerscy unless the � trier FS Fixed SkyMghr .
6 Provision is Specifically refes'en Ced as a wpplerwil or charge thereto, 2. AS footings S" bear on undisturbed sal of said bearing. Assumed minimum allowable sod bearing pressure � Hose Blob FT Four
- 3,000 P.O. on naktral sot. If SON of this capacity cannot be found, of designated depths, w tiler is ernco unlered, or IRIS One Rod and C)ne Shelf FTG Foottsp N
adverse conditions are found, the contractor shot naf8y the Engirwer for offemnote solutions. tilts Two Rods and One pelf FL/RN Furnace O
S. COORDINATION O
3. Do not bocklR ogainst foundation work unless floor adequately braced J5 Motor GAR Garage
A. Genemf contractor "" review Ise scope of work to be dons by each trod" and verify Rol Of work not ossumed dla�*ern in pie or w� 1fyy Pound GL Glass
by them b be provided by other trades, rake special precautions to vasty that oA Cuffing and patching is 4. Prior to construction of floor sobs, remove of tGCes of f01i l and Mon c bgrode prior placing sand T Square GIRT Great r `
i
performed hY who included in the scope of Rid" rode best thoroughly compact w to AG Aar GanationrnR or eendenvna/Acre HB Hose Bit)
-. r•• quatfled b perform Such wink fill. Z
_ AFF Move Finish Floor HOR Header
t. Each cured In stall nt orn 'xhti3 his work with related Op.•ra,ryons included ebevH we in Ate Contract Documents as 5- Provide heam pockets in foundation wags where needed. Fit pockets with concrete offer bearrx ore in place. ALUM Aluminum HT Helghl
- rlktvtred b prevent (MASSiDrns and duPKCefiont.
AP Access Panel HM Home H
6. Provide bearing points down to concrete footings a foundation wall. AYGROx Appraxinate HORIZ. Horlmntal2 W
C. EatM svbconlroctor shot give Rue work he $Poe" supervslor• fay out his own work, coordinate the latrrxli of his ASF Acrync nate c Finish HT Height AU
work with h the wGr eel O' at eel �� surrounding � and do of the necessary beaing and measuring or 7. At footings shag be m'enimu m of 48" below finish grade.
ernginx+ br fond surveyor. ASPH Asphalt INSUL.. Insulation
8. To secure nil AVE Avenue JST Joist ``
V, At �canke cters stag rely on Rneir own meaxsemynis for fie glob Provide anchor stops a anchor bolls at 4'-0" o-t. and I2" al each comer at top of entire BF Bt-Fold Door KIT Kitchen vO
pertsxmanc" of epee work. foundation wall. BLDG Building L.AL/ND Laundry
11!
BLK Block L4V l.,ovorory N.
e. MEASIjRFM17t4f AtJd'7 FTTTfJ(' OF PARTS - - CONCREr�.A,NQhAA_$QNRY, BM Beam LIN Linen
BOTT Bottom LT Laundry Tub r
A. TAee t�nerai carstroctOr seal make wth sight Oft lions as maybe nar_.essary to make odiustoble parts fit to tied I At concrete, moterioi and insidl0f n 0104 be in accordance with ACI Standard and Recommendations. OR Bedroom MAX Maximum
park, leaving of complete and in proper Shape when done. BRO Board MG Mosher Closet Q
2. AN concrete shot gt ready rrnukea concrete conforming b the iofuwltg schedule Of 0ppicafiws and 28 day ERG E'- Beortma Point -•4 --g MEGH MecAanicoi
F.: B. The Contivcbr 5101 fake of required Belo mneawrersenk Ond shaA assume raspontlbffly for Auer occurocy, compressive Strengths: _ BRr'I Broom MICRO Microwave Oven Z
I a) column beams .. . .. .... . ... ._... . ..........M. .3000 psi
C FeW mlpaAtxe ag fixed glass tees Sperifbd pro b Ordering Of units and bundafon rwAk,,,,,"•_•_., 3.1000 psi BSi-17 Bose•memr 40*11k Millimeter
r`'A:• ' =.{ �:, d) interior floor on grade b - ..-. . . .«...»... 3MD psi CAP CobM+cr Floor MM Mlrvmum
a
. .. FaPPinO
7. Alwaltk to cAngky with o1 ) concrete 3OD0 rY ML Microing;
learsu Sfote sSrigAyyttty0es. arrb attces, laws and e( of exsarior corsCre4e................................. . .._....." .. ......AM P13 CANT Cantilever MLDG Mouklsrp
4 s dsVirsfrcxs tram fht) TAata Cv sfsee; otiatl>K1M 1'i1r bLF3dbnal work duel cost ROrss R+W opp&nble. Any At exterior concrete shall be air enfroinedl OATH Cathedral MT Marble Threshold ®.
noceuory to meet current code
kaW,'tbStri" Sts be mode by Ate gerseralcontrpafor. GFM Cubic Feet Per Mlsute MTL Metal
Reiniprc,•ksg next where requited, staff be (';rode 80, deformed, avow betel Nteel coMOrming wIth ASTM A.6tS. Walled CHIM Chimney N North
'.; • 8' Any lcn Msa•Lbtdlue-Aptn dtrriings requited warn the Pwn* review Process shag be inimedoiely relayed to the wire Itbric shag Conform to ASTM A- 185 with a minimum side and and by of 8". CJ Gonrrd Joints SITS Not To Scale
rM'hihshl for review and incorporatim onto the dfow 95 print to construction. GL Center Une OG On Center
,vc yr 4. AN Concrete footings required b be lowered or raised shat be done at a 2 to 1 ratio. �G GMirhg OD Outside Diameter
s�€ "j Fx7 • v3�' 9, ktb corWaciOr shot mainly Ms. Dig of WOO 49 hours pro to the Slain of construction
v 5. At concrete masonry units shot conform to ASTM C-90 cx C 145. WL Column OH Over Head
v 10. 'COntre7GtOr b oblain al f . uired _. 60MPT Compxted OPG Opening
rill i - rrr perrrAk and cal for mtqul'ed intpectnorts: _ s
F - : 6. Al mgrsar for use in non-reinforced mosorxy shat b" type "N" above grade, and type 'sm" of a below grade. use "S" CANT Continuous P 56 Poured ie Strond Board
mortar in Other locations. At mortar b conform with ASTM C270-
s : _ CRS Course PG Pull Card
-. _ -
% ' - - - 7. Prov{k�'e shone ties e'ieiY 1+Y o.c. verticaN. - cSMT - C,osemc"• PL Plate
I . OF a eeal Contactor *kwisfy 8A edswg flrMd aonhdifiOm and mneoxxemtenh and nofiy orChitxtlrsrngvheer Nany adverse - D Dryer Spoce PNL Panel
OF C reslPoridbte corrlY4sns are found.
- �I DBL Double PSF Pounds Per Square Foot
CARPIMY• DH Dsubir Hung PT Polnt
2. Nfrdaw deSlgratbms are 'AndNAOn' Wtrdow Co.. a e0TUa1. 1 . At DIA Diameter R RodiusJRiser i
g
SfrytAROI lumber shot have rrxnimtxn stress rakres as specified by Structural Engineer. DN Dawns R/A Return Air Grille
- 3. !lA bettoorn'n vrinaaw roes shat rrraet or exceed spats requiterrn"nh. Ar}justrvsnh to window SFres shat be made. if a �
Necessary, when window ccxrpany sq"ciRad is changed. 2. Al rough lumber slot hove a moisture content of 19% or less. - Dp Deep Rd0 Range and Over
DR Door/Drlve r R&M Recorded and Measured
4• *Window, headed shoo be set of above finish Bncr as makeo on drawings 3. At noting Ord DS Downspout REF Refrigerator
g
. bonding shaA be in Occadonce with A.I.1.C. Sfondards. �'
DW Dlshwoshi r REINF RelnForced s -
S. M door Openings, arch openings, staff headroom and other headroom heights shat be 6'-8" minimum. 4. At tahig connection hardware to be goHanrzed. Horgers, post caps, onchon, etc. to be suppled by either E Ecst REOD Reroulred I� Q
6, Provide wvxlbrac-ing of ON exleriOr comas. Sirrptan Stong Tie Company, Teco. or approved equal. EFF Efficiency RM Room
EJ Expansion Joint 5 South U 1
5, Provide sold bearing under of beams and handed - full width. - EX Existing SD Smoke Detector
7. Provide ShOning, as required. to brace new construction and/or support exislvg construction EXGAV Excavated SEC Second I 4s ,
6. AN floor Systems shot be designed for a maximum deflection of L /480. MOrble and granite surface's shat have o EXH Exhaust 5H shelf .T >
8. Provide 2 x 6 pressure treated sAl pktte and nil sealer at tap o! to wag. maximum deflection of L / 720. Ceramic fie shag have a maximum deflection of 0600. EXT Exterior SHWR Shower pVi
F S'ngie-Fold Door SL Siding
9. Owner and nr lot rest hed Contractor d ks shoo soak professional expertise for assign, construction drawings, and 7. Engirt emu design Fe foods for Sleeping Rooms, Floor, Roof, vyx,d and pecks shot be per instructions of Structural FO Floor Drain SEC Second
speci8exitipx for detached elects, landscape beds, retaining wok. and Sib drakhoga. Engineer.
FIN Fmish SS Stainless Steel Limmigitimmalummmmail
10. Provide ono smoke defector at each bsaroom fssrnoc:s area gorage area, and one of each floor. At smoke 8. Contractor shat adequalely brace alwak of Rue budding unfit roof diaph ragm and roof anchor FLR Fteor ST Street
anchorage are complete. . FLOR Fluor escent T The Floor
deAeCtod ore requited b be weed in such o manner Rat she octuo%an of one slam will activate ag the a4rrro in the v. General Contractor shot obtain 1
lirsdls'id ud urrit. Smoke detection shog be powsrod with battery when AC power is interrupted, rough openings o at window and door units as specified on drawings prior to slat of FNo Foundation TG Terra Cotta
project number by.rough horrsrg for carpenter contackx. F'G c.•ca'xc
- 11 . Provide tnntinsixws attic and raft spore ventilation per code requrrement., one-half at the ridge of th" rook and ��
One-half at Asa eaves 10. Two microbm beams shut be raided and glued together with a mirsernrm of 2 rows of 16 d nags of 12" o.c. Staggered, TEMP Tempered O
Theis each oddifloOnal "Wo"O-lam Shot be ok0 n0fled and glued as described above. THRU Through
12. bo not x:ale dtavrktgs. l/sa dimatiSiOm given or Bald vasty fi rsecossoy. - -
I I . Contractor shat provide lar"A of manufactured joist system (ill. etc.) for Ccxpentad to prior b fabrication and
13. N/work shsoicsmform to Alb k')W or current addition Of standards for that doverY b sib. UNEX Towels
pottlCWOr trade, i.e. A.C.I. (American UNEX Unexcavated
-, -. _- } _ - _ - •_V V Vinyl Floor scale.
.,.....�. �....,.. ._. .. . .�incat Code),),, istl tC t Vsstliute of SISe1 CrnsstrZSCRont, I.L.L. ttrsdioha Linses4one hs>IAAeI. N.EC. VERT verticol
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"c + 14. Prov+Ue W Washer losoce/U/esr/Wlrh
� b brAfgirrg per usanusacksirsp 0petiflcatbn of erngineexed boor systems, - � . . WC Water Closer
STEEL. WD Wood
13, provide biockirsg dh-Boar� SphaCet where woe are P FGWwith poor ja t .. double where interior wags are on joists - WH Water Heater
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` .s er<hCehtAlAxrltfdng dudtletlNnD wail +lrag be laddeietN. weigh support shot be I1tIbY4rtgAteet. VJP Waterproof
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- 16. Pmvidq SM type X drfomilai gorape wak. each Sidle. adjacent to residence and 2. The of ON connection for strucAxol steal,
s, (2) laystis 5/8" Type ' x' on ceiling design luhaept to ftswI * detaNed on drawings, be YSeksded in Nhe - WWi't Welded Mesh Reinforcement
onto". work of eta structural steel Supplier.
s& s �� of 71 . WBxTB B' Wide Flange Steel Beam ® Ilea/k, drawn
17. At exterior wood deck material, trsdxf TEMP Tempered ¢M
. •, be,::; - : .s n0 irarrnirg and rdiings, strop be pressure Leafed.
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VS V nrinig Skyltghr
$` W Washer Space/West/With
WC Water Closet
WD Woad
WH Water Heater
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WVJM Welded Mesh ReinforcemenT
wasklb V Wide Flange Steel Beam 1813/ft.
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ortonville, michigan
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1 x 12 wood (Project 3/4'7 39. Dorrpproofing 43. 4" stone 44. 4" poured concrete slob 46. UT Type "X" drywall wrap on steel beam 57. 6" concrete stab w/
33- Hollow metal doors & hollow nlatol home 10" poured concrete woo Air space 4" men- sandal 6 x 6 # 10/ 10 W.W.M., reinf.
1 � OV Oy born Resilience 36. Fixed glass 40. T poured concrete wan Air inf itration barrier 47. 4" min. reinforced concrete slab Membrane flashing
kirtirrxarra -1f4"lfoaf 37. Reint. concrete tooling w/7' x d" conc. keyway 41 . 24" it T rOd insulation 1 /2" O.S.B. sheathing 45. Cement stucco finish 15# felt I 2 x 4's on ftoi ® 24" o.c .
2 x 6 wood studs @ 16" O.C. Metal mesh 3/4" T b G flooring (Glue & nail) I 1 /2" rigid insulation
3.. .4" "dell stone 38. 17' pea gravel 42. 3 1 /7' x 4" x 1 /4" LLV steel stone angle 6" insulation Aar infiltration barrier 6' intsul05on
Metal deck
F 4• w 5/8 Type "X" drywall 1 /2" O.S.B. sheathing 11 7/8" TA joists
Iiii.5. Ceir►etlt Stt7cCt) /fllast>trlg 4" dio. perforated drain tile Anchor To concrete 37' o.c. with 58. Steel beam w/ 1 /4" x 17' steel plate
wltnfntration sleeve Sloped parging back to concrete woo(Project 3/4' 2 x 6 wood studs @ 16" O.C. 518" Type "X" drywall
7. 1 x 1 brd. Pr 7 6" insukRion 59. 1 /2 drywall
Y. t x tOlord. (Project 3/47 15 y 117; drywall 48. 2 x 4 pressure heated sip plate I`Yl Q I'1 I Q C
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11 7/8" TJI joists- lee I/A$10. Wood de drywall 60, 1 /210 C4 drywall each side of 2 x 4 studs 1 $" o.0 a r c h I t e c t s
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+ ;' 50_ Metal drip edge 61 . 1 /T drywall on 2 x 4's �? 24" o.c .
vetNy design►w/ Dwrter 51 -- -
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Soffit: I x 3 62. Star Notes
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43. 4" stone 45 ICerttent stucco finish SR. Sbei bernrrwHll" z iT fNd plate �. 1 /2" tJrywol each side of 2 x 4 studs 16 O.C. 62, Stair Notes
( & CD#l01 !! tJVj 64. 8 3/4" x 25 l/T wood beam
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4.fkerktttulf0etrc� 3d iz9oed .. Sloped paging back to concrete wall Air filtkoton barrier Air W. i 61 . / drywall on 2 x 4 s @ 24 o.c. star ( per hea ) 65. 1 9 (Glue & Hall
Inlflralon bawler
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3� 'Reim aon�rete #oofheg wl7• x q" cone. keyway s
2 x 4S on flat W 24^ o 1 2" ood halo s Two 1 /7' O S B sheathing 3/4" 1 & G floating G
1 1�„ r14d � q lJx 8 near 2 x 8 studs 1 1 7/8 ' TIN pis
2 x 6 wood studs 4D 16" o.e. _4 eA '® M" gc. - - 2 x CS an 7�1" o G. 5/4" x 1 1 1 /4" heotl 6^ insulation C insulation
A Idlelb► Z7eCk 2 x 10 stringer
38. Ir pea gravel 6" Insulation 6" insulation 1 1/2" rigid ioslAciflon 1 /2" drywall 1171 drywall
t ~ 4" do, perforated drain fee
s/f3 Type "X" drywall 1 /7' dywol IS _ 1
4t ltUCCO w/lntl arm Sleeve
t x 4 bill jParciject 31,n _ 15 46. 518" Type "X° drywall wrap on steel beam Ric
7, xJ0 brtl. Wrojed 3/41 39. Darrlpprooliing - ' 2 ti 12 p t n G E r
$a finitrWalde beyond 10" poured concrete wan 4Z.- 4' min. reinforced concrete slab 1b � "
_ � - - - - -- - - - �-- _ maniocs
- -
40. W poured concrete won - WO00 BEAM i5# teTf 2 . 12 RAF ERs -- - -- - --- - a s s O c i a t e s
'P 12woldex tT high x trdeep 41 . 24" x 3" rigid insulation 12 3/4" T & G floating (Glue & nail) 2 8 c �C�_ JsTS. w) I a incorporated
WoDd bracket 51 Ir2 " r � suL _ t h F
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f0. Wbx# detal - See I /AS \\� S / 5/8 Type X drywae I SIFy ORYwA� L / i'
M WO)d goruge door - 1_--- 48. 2 x 4 pressure treated sin plate
detlgn w/Owner 3 ls' �' / IS
wOpD 6>=R N1 49. 3/4" T & G tooting (glue & Han) r {
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- - 6" insulation 0 �;I�
l2 � x 3 project 3/4" w/window head flushing � ' - � I ,
13. '!1" Wde x Iir hlglt wood boom I \ t - 11 7/8" iJl gists 2O \ I -
14. j XIon I It 12r4et +• fascia I ( (2) layers 5/8 Type lax.1 dtywai "Z,. ,2a,aFzcr:RS BEDROOI" � I
Tb I�I on f x x 10 rA*e-L tascla Metal dip edger -
) x 4 on 1 x 12 fascia
< t 9111 .l x 10-On 1:x 8 i 13/41 „ - - -l-
wood siring IS expostxe) 3 t7 <- - I - 3 O ' . Soffit: i 8 e t 23 976 � (0 -
1 �. m i
4" I� tfnde x.
120 itigl► wC�od bedm
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fi�iCUred crept tall shingles -
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34 91. iBXhlred asphaH shingles
yop.o box 745
48462-0745
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Poch *11> a t/7r' roof sheathing
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, . - - 9/rd1 wall! t LIVING ! I - � Z fax 627-2776
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f�hi apasE 8tatselaoards r _- - - -
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SOUTHWEST EL VATION SCALE: 114" = 1 '-O S G �f I f � SCALE- 1/4 = 11-0
. .. �..:. I . verity size, spacing. placement and species of wood for all four and
roof members, beams and headers with structural engineer drawings. sheet number:
2. Verity size and weight of all steel with structural engineer drawings. to "-
3. Verity size and reinforcing for all concrete walls, footings and slabs
with structural engineer drawings.
,: i
NOTE LEGEND
1 . Approximate existing grade 50. Metal drip edge m d n 9 M C a
I x 4 on I x 12 fascia
2. Finish grade - Slope away from Residence Soffit: I x 3 a s s o c i a t e s
Minimum 1 /4"/foot 3/8" exi. plywood soffit incorporated
7' confinuous vent
. 4" thick stone I x 6 frieze
grchIfects
4. 3" limestone sill w/floshing
5. Cement stucco 51 . Textured asphalt shingles
6. 1 x 8 brd. (Project 3/4") 15# felt
7 . 1 x 10 brd. (Project 3/4") 1 /7' roof sheathing
8. Finish grade beyond
2k 12 ratters
9" insulation
9. I7' wide x 17' high x 17 deep 5/8' drywall
Wood bracket
52. 2 x 6 decking (space for drainage)
10- Wood detail - See 1 /AS 2 x 12 joists
11 . Wood got age door
53. 4" poured concrete stab
Verify design w/Owner 4" rnW vapor barrier
12. I x 8 project 3J4" w/window head flashing 4" compacied sand fill
13. g' wide x 16" high wood beam 54. 1 1 /7' lightweight concrete
4. I x 4 on 1 x 12 yoke + fascia 15# fen p.o box 745 orfonvllle mkhi 9 an
1 Ridge vent 3/4" T & G flooring (Glue & null)
16. 1 x 4 on I x 10 rake & fascia 11 7/8" TJI joists 48462-0745
17. '1 x 8 on I x 10 on i x 8 (Project 3/4" ( 248) 6274123
( � 1 6f7- d insulation tax 627-2776
IS- Hatzontal wood siding (5" exposure) I /7' drywall
419. 8" wide x 17' high wood beam
20. Textured asphalt shingles
21 . Prefab th 55. 9' reinforced concrete wall
TOniQCIg550C 9QIX.nf f
e wJmetal Cap
22. Flashing 56. 4" poured concrete slab w/
23. 8' thick wood detail 6 x 6 # 10/ 10 W.W.M. , reinf.
24- Concrete step Layers of compacted sand fill 2, 12 R 1 OG a
25. C concrete porch slab
26. 4" limestone 57. 6" concrete stab w/
x WODp �A
27. O 8' wood column 6x 6 Jr 10/ 10 W.W.M. , reinf.
28. 1 x 6 wood (Project 3/4") Membrane flashing
29. 17' wide wood bracket 12
2 x 4's on flat @ 24" O.C . - - - IN
1 1 /7' rigid insulation � . I O
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30. Wood Roifn rlofes: \ -� �\
- --�- Metal deck `
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Post
6 x 6 wood w/T' x 7" x 514" cop
x 2 Z
2 /
x 2 balusters space S' o.c . 58. Steel beam w/ 114" x 1 T steel plate � h
2 x 4 bottom roil / IJJ
5/4" x 5 1 /2" cap w/ I x 6 each side 59. 1 /7' drywall
- - i
a mil vapor barrier U
31 . Wood Deck Notes: I
2 x 4's on flat 0 24" o.c .
2 x 6 decking 1 1 /21, rigid insulation I t
I x 4 on a x 10 face boards O�� 50 N
Vl
60. 1 /2" drywall each side of 2 x 4 studs @ 16" o.c. Q
32. 24" wide copper roofing
33. 16' wide treads
61 . 1 /T drywall on 2 x 4's 4Y 24" o.c . BEDROO BA B DRODM 3 '_ o' V
7 3/4 max. risers 62. Star Notes
Verify number of risers/material Wood handrail 65 I I --- a ¢s a
w/feld conditions/Landscape flans Wood balusters (Two per tread) Ll L -
1 x 8 riser 1� <
d ' O
34. I x 12 wood (Project 3/4") 5/4" x 11 1 /4" tread -_
35. Hollow metal doors & hollow metal frame 2 x 10 stringer
36. Fixed glass
.37. Reinf. Concrete footing w/7' x 4" Cont . keyway 63: 1 x 12 (Project 3/4
Infiltration barner OPP-
- 138. t 7' pea gravel I /T O.S.B. sheathing
_�of)
4" do. perforated drain file 2 x 8 studs- �.. � i 41
w/infdtra#on sleeve 6" insulation
1 /2 1.
drywall 1
39. Darnpproofing
10" poured concrete wall 64. 8 3/4" x 25 1 /7' wood beam AS I>
40. 8" poured concrete wall
41 . 24" x 2" rigid insulation 65. 3/4" T & G flooring (Glue & nail)
1 1 7/8" TJl joists 45 G
42. 3 1 /7 x 4" x 1 /4" LLV steel stone angle 6" insulation ^
Anchor to concrete 37' o.c. with 1 /2' drywall MSS-( BA MwTER SUITE _ ,�
Sloped purging bock to concrete wall
43. 4" stone ILr •Jl_-_ I 1 +Ti u w
Airspace - ( j 'l, 1, i __�, � �
Air infiltration bonier r ' 1 I .
IF, L't'd F !
I /2" O.S.B. sheathing I 1 j , I qqO
2 x 6 wood studs 4 16" O.C . y k- I _N 62 M 14 j
6" insulation f - +- _ �j f All 5/8 Type ..X., drywall 4: 3 - - - - - - - -- -. - - - z - O
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DRY W L . � -..: r %\." i-x,^�. Li� - v J `✓ v -Ti-r �T-.1 .; . l - lj If. j
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44. 4" poured concrete slab 1-+ I L.- t- 1ST A (' t_ AS NG
4" min. landfill
45. Cement stucco finish
Metal mesh
Air infiltration barrier
If - 271 project number
O.S.B. sheathing
2 x � . 43 BEYUNP I 21020
2 x 6 wood studs 0 16"
6" insulation -- ' I `n1j i/2
117' drywall! =--
BED 001" UIVING DEOK 1 Saale: ;iB „ - 1 04
46. 5/8" Type "X" drywall wrap on steel beam - 59
I
47. 4" min, reinforced concrete slab
15# tell SS II 1 f
c � 1I3/4" T & G flooring (Gibe & nail) checked by j--=M
6" insulation 2 " SLAP t3EAr71h1G
11 7/g' TJt joists 3$ 4
5/8' Type X. drywall
drawn by
48. 2 x 4 pressure treated sill plate
- yL`*t 31 date
49. 3/4" T & G flooring (glue & nail) _- -
b" insulation 41
11 718' TJI joists ., - {
02
(2) layers 518` Type "X" drywall aOy
; - 37 GENERAL NOTES
EE OT 1 O N SCALE: 3/8 " _ -O 1 Verify size, spacing, placement and species of wood for all floor and sheet number
roof members, beams and headers with structural engineer drawings.
2. Verity size and weight of all steel with structural engineer drawings.
3. Verify size and reinforcing for all concrete walls, footings and slabs
with structural engineer draw ngs: A7
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maniaci
assoclates
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architects
NAMSIA GRASS I
- .T- ' X p.o box 745
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23
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I I II 1 I I A 2'-O X 2'-0' X 10' DEEP 3- 05 GRD 60 REBAR EACH WAY Z
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E 4'-0' X 4'-0' X 14' DEEP 5- /5 GRD 60 REBAR EACH WAY > W o
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CONTRACTOR TO VERIFY ALL
LOCATIONS FOR EXTERIOR PADS X
of WITH RESPECT TO 100 YEAR FLOOD m
LINE. COORDINATE FOUNDATION o
_ _ 13'33Ar DIMENSIONS WITH THIS OFFICE . o a a
i — — i 15'- s _ Jl
bT I � - 351 1
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T.O.W. - 91'-0' 1,'� T.O.W. - 91'-0' $ONOTUBE SEE DETAIL
JI B.O.W. - 85'-0' " B.O.W. - 85'-0' J/52 FOR REIFORCEMONT. W
L _ _ J T.O.W. - 91'-0' _ _ - (TYP.)
INN 1111111
STEP T.O.W. ` _ _ _ - _ I I - - - » .�
(D 0 � r - _ W
L J i r- - - - - - - - -
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T.O.W. - 93"-3'
B.O.W. - 85-0' A I O
O I I 1 T.O.W. - 91 '-0' L - - J SILL PLATE W/ 1/2* DIA x Ift h a CL
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_1 I B.O.W. - 85-0' M04OR BOLTS 0 3'-0' O.0
22 -2 3 6' FROM PLATE ENDS. (TYPC AL)/6 STP _w. -n�
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- - - - - - - - - - - - - - - l Z
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O�TYPICAL ^ O Zj
T.O.W. - 91' 0• O
' T.O.W. - 9ET B.O.W. - 85 -0 B.O.W.
10'-2 3/4' 8'-3 1/4 10'-7 1/4' U
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I I / I O l O l STET B.O.W.T.O.W. - 93'-3' 1 O 1 i 11'-4' 1'-4'
B.O.W. - 85'-O' 5'-0' t W O'^
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CON . i I I i C L - _J SSIM
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TYPICAL
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- - -- - 1 T.O.W. - 98'-9 718' I I EL I I
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B.O.W. - 85-0' I I h a - 98'-8' I T.O.W.
I B.o.w. - so -o'
- - Y - T.O.W. - 98'-9 7/8"
r - B.O.W. - 90'-0• r N _
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- - - -
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'b - - - - - - - -I I 10'
- -
- - � L - - - - - - BO.W. 90'-6' = - - - - - - a
STEP B O.W. r I STEP T;0A STEP T.O.W. STEP B.O.W. I -- - - --
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T.O.W. - 98 -9 7/8• I I S2 � � L - - - - - - - - - - - - - — — — - - - - - - - - - l r - - - - - - - -
21 2 1
�, STEP T.O.W. ✓� I I STEP T.O.W
B.O.W. - 90 -6' F - I I-it - - - - - - - - - 10' p' -c tT.0. COlA1TE1€OItT - I - - - - - BOW. - 90'-0' I SZ 8.0. . - 90 -0'T.O.W. - 99 6' I I T.O. 99'-6YIALL STIFFENER. S1�MAX 12' BELOW FINISH DETAIL H/52 FOR _ J IF DEPTH (D) IS LESS THAN T.aW. - 98 -0 V.LF. I I O.W. - 98'-9 7/8'GRADE RE7NFORCE]dENT. (TYP) B O.W. - 95'-0' O.W. - 90 -8' WALL STIFFENRI . SEE 2'-O', BEND VERTICAL o I I I I ° 1 LO.W.REINFORCING OVER OPENING. I I I I DETAIL H/S2 FOR
TOP ROW OF B.aw. - 90'-0' RE1i0RCE1QNL O PROVIDE 2-f5 GRD60 REINFORCING (SEE $ABOVE OPENING. WALL SECTIONS) T.O.W. - -0' I I I I T.OW. - -0'B.aW - -a' 36 GRADE IMAM aaa - -a'i L - NOTE FIELD VERIFY T.O.W. WALL STEPS SEE
2-/5 GRD60 EACH SIDE 9 -0' 9 0 - 10 -2' $2 9 -8' -- 10 - 3'-6°_- 19'-4 3'-6' STEP DETAIL ON SHEET SL MAINTAIN 4'-0' o
OF OPENING. EXTEND MINIMUM FROST DEPTH BELOW FINAL GRADE
a
REINFORCING 2'-O' BELOW
ON ALL FOUNDATION WALLS. VERIFY AND w z
- —
— — - ACCOMODATE All BASEMENT WIDOWS,
OPENING k TO TOP
ROW CHANGES TO B.O.W. STEPS TO BE VERIFIED BY "
o �
OPENING OF REINFORCING ABOVE OPENINQ 71•_4• TFIS OFFICE. Z fY
o CONTRACTOR TO 1ETZIFY WIDOW - CONTRACTOR TO VE]ilF ! WIDOW o z
LOCATION WITH ARCHITECTURE LOCATION WITH ARCHITECTURE.
WIDTH OF MINIMUM SEE TYPICAL OPENING SEE TYPICAL OPENING
OPENING DEPTH (D) REINFORCING DETAIL THIS SHEET. REINFORCING DETAIL THIS SHEET.
°
MAINTAIN MN 41-0' FROST DEPTH MAINTAIN WIN 4'-0' FROST DEPTH N c w
N U K
0'-0' to 6'-0' 8'
2'-0' 6'-D' to 8'-0' 12' w m m
GREATER CONTACT
THAN 8'-0" THIS OFFICE
a m m
s a ¢
BOTTOM ROW OF
2 GRD60 BELOW NOTE: IF MINIMUM DEPTH CANNOT
OPENING. EXTEND REINFORCING
REINFORCING (SEE BE ATTAINED, PROVIDE w o 0
WALL SECTIONS) 2'-0' EACH SIDE OF OPENING, STRUCTURAL HEADER IN FRAMING o
TYPICAL OPENING REINFORCING ABOVE OPENING. NNN
PROJECT NUMBER: 021006
N . T. S.
FOUNDATION PLAN FOUNDATION PLAN
SCALE: 1 /4" = 1 ' -0"
51
8' L 4" STONE VENEER I 2x PRESSURE TREATED
SECURE TO WALL PER
REFER TO ARCH'S FOR
1997 UBC CODE 1403.6.4.3 B" 86 Q
WATERPROOFING MEMBRANE GIRD 60 REBAR 24• SILL PLATE CONNECTED TO GLUE AND RAM-SET � �Ni`�v*
2x PRESSURE TREATED _ O 12' O.C. BENT FND WALL W/ N F.
SILL PLATE CONNECTED TO E 8" 1 .5C YULCRAFT CONFORM AS SHOWN. 1/2" DIA. x 10' LONG 2X PLATE TO C10%15.3 3y a) : 4
.a (7 �2
11 7/86 TJ/ARO 250'S
DECKING. SEE PLANS 8• /5 GIRD 60 REBAR T.O. SLAB ANCHOR BOLTS 0 3 -0' O.0 o
FND WALL W/ SEE PLANS FOR SPACING 0 12' O.C. BENT 24 99'-0' GRADE: SLOPE AWAY R 6" FROM PLATE ENDS SIMPSON HU212 ¢ : o
11 7/B' TJ/PRO 2501S 1 /2" DIA. x 10' LONG 6' �1B REINFORCED AS SHOWN. 6" IN FIRST 5' MIN. TOP FLANGE HANGER O: M :yy
SEE PLANS FOR SPACING ANCHOR BOLTS 0 3'-0. O.C. W/ #5 GRD 60 REBAR T.O. FND WALL PT 2X12 SEE 6 '?oy
OLT.O. PLYWOOD ¢ 6" FROM PLATE ENDS 100' WOOD O 12' O.C. EACH WAY. #5 (RD 60 REBAR 12" 98'-8" m PLANS FOR SPACING Eno 1 .
100'-0• _ ° - - -- -- - - _- 0 12' O.C. BENT 241� T.O. WALL
GRADE: SLOPE AWAY
TO. FND WALL AS SHOWN. 91'-0"
6' IN FIRST 5' MIN. GRADE SLOPE AWAY
OLT.O. FND WALL 99'-0' u 6" IN FlRST 5' MIN. 11 7/8' LVL FLOOR SYSTEM. 2- 15 GIRD 60 REBAR
/ LVL BEAM. SEE - � / SEE PLANS FOR SPACING CONT. 0 TOP OF WALL 7
98'-9 7/8" - -- PLANS FOR SIZE -- SIMP� TOP FLANGE 2- #5 GIRD 60 REBAR Z U
HANGER (INLY. CONT. 0 TOP OF WALL C10%15.3 STEEL C-CHANNEL % Z
SEE DETAIL A/S7 FOR 2- #5 GIRD 60 REBAR m
2- #5 GIRD 60 REBAR SIZE & ATTATCHMENT. �+T 0 FRONT & REAR 2- 2X12 PT LEDGER BOARD ATTATCHED TO WALL W/1- ROW Or
CIXNT. 0 TOP OF WALL 2- #5 (RD 60 REBAR 0 T�( RD 60 AR o OF FIRST STEP. SEE DETAIL ATTATCHED TO WALL W/1- ROW w
�.
CONT. 0 TOP OF WALL r 3/4.4 EXP. ANCHORS 0 160 O.C. 2- 05 GRD 60 REBAR MIN. 4' EMBEDMENT (STAGGERED) 1
(;TRADE BEAM. r
(STAGGERED) MIN. 4" EMBEDMENT 0 186 O.C. EACH WAY o c
o Z >
SEE TYPICAL STONE e J
VENEER SUPPORT 'm
U m o
DETAIL BELOW. 2- #5 GRD 60 REBAR 2- GRD 60 REBAR
012' O.C. EACH WAY
2- #5 GRD 60 REBAR #5 CONT. 0 BOTTOM OF WALL
2- GIRD 60 REBAR Q
a o �
0 12' O.C. EACH WAY ^ m 0 12" O.C. EACH WAY SEE SOILS REPORT W
h FORM VOID UNDER GRADE BEAM 8 8• FOR PEPoUETER Lu
(CONTINUOUS BETWEEN WALLS) _ __
m DRAIN RE TS
REFER TO STRUCTURAL NOTES 2- #5 GRD 60 REBAR 1/
CONT. O BOTTM OF WALL SEE SOILS REPORT T.O. FOOTING
86 B' FOR PERIMETER 85'-06
2- #5 GIRD 60 REBAR DRAIN REgUIRNENTS m
2- #5 GIRD 60 REBAR CONY. 0 BOFFIN (X WALL SEE SOILS REPORT 2- #5 GRD 60 REBAR
CONT. 0 BOTTM OF WALL 6° CONIC. 8' 8' CON71N000S IN FOOTING #5 GRD 60 REBAR
66 CONC. 8' 8° SEE SOILS REPORT SLAG FOR PERIMETER - - - -- - W/ #5 GIRD 60 CROSS BENT AS SHOWN -
SLAB 1 /2' E%PANSION DRAIN PERIMETER 1 /2" EXPANSION OR REOUIRMENTS -- -- - - -- - - -- m 2 0' 24
T.O. FOOTING o n n
BARS O 24' O.C. SPACE SAME AS
T.O. SLAB JOINT T.O. SLAB 90'-0" VERTICAL WALL
91'-0' °
91'-0" , a °, o , }° 2- #5 GIRD 60 REBAR
240 OC�IFCINOIIE� 6"
a n T.D. FOOTING n �.
T.O, FOOTING ° ° ` ' ° ` ° CONTINUOUS IN FOOTING #5 GRD 60 REBAR
OLa 90,-6` ���
�' 6. o w/ #5 GIRD 60 CROSS BENT AS SHDwN - 1 " 1 SCALE: 1 /2" = 1 '-0'
o BARS 0 24. O.C. 2'-0" SPACE SAME AS uJ
2- #5 GIRD 60 REBAR -- ----- VERTICAL WALL 24 S2
2- #5 GIRD 60 REBAR -- - CONTINUOUS IN FOOTING #5 GIRD 60 REBAR REBAR SPACING OR L
CONTINUOUS IN FOOTING #5 GIRD 60 REBAR W/ #5 GIRD 60 CROSS BENT AS SHOWN - 240 O.C. IF NONE 6'
W/ #5 GIRD 60 CROSS BENT AS SHOWN - BARS 0 24' O.C. 2 -06 SPACE SAME AS 24• 86
BARS 0 24" O.C. 2'-0` SPACE SANE AS 24' VERTICAL WALL C SCALE: 1 /2" = 1 '- 0" STRUCTURAL SPECIFICATIONS AND NOTES
VERTICAL WALL REBAR SPACING OR 2x PRESSURE TREATED
REBAR SPACING OR 24' O.C. IF NONE 6' SILL PLATE CONNECTED TO 52 SPECIFICATIONS SET FORTH IN THESE DOCUMENTS OUTLINE THE STRUCTURAL DESIGN FOR:
24' D.C. If NONE 6' FND WALL W/ 86 3'-D' HAGERMAN RESIDENCE
B SCALP: 1 /2' = 1 -0" 1 /2" DIA. x 10" LONG
A SCALE: 1 /2° = 1 '-0' S2 ANCHOR BOLTS o 3'-O' D.C. 1794 SOUTH FRONTAGE ROAD - VAIL, COLORADO Q
S2 do 6' FROM PLATE ENDS GRADE SLOPE AWAY (Martin Design Inc. Project #021006 )
2x PRESSURE TREATED OL T.O. FND WALL 6" IN FIRST 5' MIN. THESE SPECIFICATIONS OUTUNE THE OVERALL LAYOUT OF THE STRUCTURAL SYSTEMS, IDENTIFY THE
SILL PLATE CONNECTED TO 93'-3" COMPONENTS REQUIRED TO ASSEMBLE THE STRUCTURAL SYSTEMS, AND DETAIL THE ASSEMBLIES OF a
FND WALL W/ B" -_ m -- -- - - - -- - - THESE STRUCTURAL SYSTEMS. THESE DOCUMENTS ARE SPECIFIC TO THIS PROJECT. w am
8' ANCHOR /BOLTS 0xS-06LOC CONT_ 0 REBAR O
0. 0 GENERAL NOTES:
8 66 FROM PLATE ENDS 24` L2-05 CRIED TOP k BOYARS 0. 1 APPLICABLE CODES AND STANDARDS: Z
6' CONIC. 1 /2' EXPANSION
NT TIED TO HORIZ BARS
JOINT 24` 0. 1 . 1 UNIFORM BUILDING CODE (CONST CONSTRUCTION"EDITION
2x PRESSURE TREATED 6" CONIC. PT 2X12. SEE
SLAB (BENT AS SHOWN) 2-5 6RD60 VEfRT � Z
SILL PLATE CONNECTED TO SLAB )1 /2" EXPANSION PUNS FOR SPACING T.O. SLAB GRADE: SLOPE AWAY 0 12' O.C. IN STIFFENER 0.1 . 2 AISC "MANUAL OF STEEL CONSTRUCTION" - 9TH EDITION r
0. 1 . 3 ACI 318- 89 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" OU
FND WALL W/ JOINT 91'-0" 6" IN FIRST 5' SRN. 24" -__- _ - - Z Z O
1 2' EXPANSION T.O. WALL/SLAB 0. 1 . 4 MIA' REINFORCED MASONRY ENGINEERING HANDBOOK" - 5TH EDITION
opt 6' CONC. / 1 /2" OA. x 10' LONG - - -- 0. 1 .5 NDS- 1991 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION " O J °
g� JOINT 91'-06 #5 GROW HORIZ uJ
ANCHOR BOLTS 0 3'-0" O.C. �N/
T.O. SLAB 8 6' FROM PLATE ENDS x 4'-O6 L. 0186 O.C. 2-5 GRD60 HORIZ w 0.2 CONTRACTOR'S RESPONSIBIUTIES: Q LL O < i
- 2- IS GIRD 60 REBAR 0 12' O.0 IN STIFFENER °< 0. 2. 1 ADHERENCE TO THESE SPECIFICATIONS, AND ALL APPLICABLE GOVERNING CODES IS THE U w
91'-0' - 0 126 D.C. EACH WAY of
2- #5 GIRD 60 REBAR 7 3 RESPONSIBILITY S THE CONTRACTOR. T n
< 0. 2.2 WHEN DIFFERENCES EXIST BETWEEN THESE SPECIFICATIONS AND ANY OTHER GOVERNING CODE, Z .J
- ----- CONY. O TOP OF WALL LEDGER BOARD. SEE s i° REFER TO WALL SECTIONS o 3
FOR TYPICAL WALL REINFORCING 9 ;i THE MORE STRINGENT SHALL CONTROL Q
-- -- - - ---� 0. 2. 3 ANY OTHER ITEMS NOT COVERED THERIN, SHALL BE COMMENSURATE WITH GOOD ENGINEERING
ATTATCHNENT. o g PRACTICE. > N
2- #5 GIRD 60 REBAR 2- #5 GRD 60 REBAR •! n 0.2.4 THE CONTRACTOR IS RESPONSIBLE SETTING AND MAINTAINING CONSTRUCTION PRACTICES. W O N
CONY. 0 TOP & 018. O.C. EACH WAY o } TECHNIQUES, AND PROCEDURES, WHICH ADHERE TO ESTABLISHED INDUSTRY STANDARDS.
BOTTOM O WALL fO 2- #5 GRD 60 REBAR yi5 Gip VERY 0.2.5 THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF A CONFLICT ARISES DUE TO
CONT. 0 BOTTM OF WALL AT END OF STIFFENER VARIATIONS OR OTHER PROBLEMS VATH THE CONSTRUCTION DOCUMENTS.
8' 8" OAR SOILS REPORT o Ir 8' SEE SOILS REPORT 1 /2. EXPANSION O 0. 2.6 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION - DO NOT SCALE
FOR PERIMETER FRAMING DRAWINGS.JOINT DRAIN REt)UIIREMENTS 2- #5 GIRD 60 REBAR v DRAIN REOUIRMENTS 46 CONIC. ALTERNATE HOOKS PER 0. 2.7 OBSERVATIONS OF JOB SITE, OTHER THAN REQUIRED INSPECTIONS BY THE STRUCTURAL
CONY. 0 BOTTOM OF WALL SEE SOILS REPORT ENGINEER, ARE NOT CONSTRUCTION APPROVALS. Z
FOR PERIMETER SLAB TO WAIL STIFFENER.
OLT.O. FOOTING - DRAIN REOUIRENFlNTS 042.8 STRUCTURAL CONSTRUCTION DOCUMENTS RELEASED BY Martin Design Inc ARE PRESUMED TO BE
87'-6• - 8' 8' '--- COMPLETE AND ACCURATE, YET PROBLEMS MAY ARISE DURING CONSTRUCTION. COMMUNICATION
o - - T.O. FOOTING _ ° WITH CONTRACTOR, ARCHITECT AND OTHER PARTIES INVOLVED WITH THIS PROJECT WILL PROVIDE
65•_0• THE BEST POSSIBLE BUILDING.
uM (RD 60 REBAR T.O. FOOTING ° o ul
2- 05 GIRD 60 REBAR BE �,_0. 0.3 DESIGN SPECIFICATIONS: Z
CONTINUOUS IN FOOTING I BENT AS SHOWN - 0 2- /5 GRD 60 REBAR
W/ #5 GIRO 60 CROSS I p'-p• SPACE SMRE AS 24. CONTINUOUS IN FOOTING /5 GIRD 60 REBAR -'-'---'- 0. 3.1 ROOF LIVE LOAD (SNOW LOAD) - BO psf
zE BARS O 24' O.C. 'll VERTICAL WALL 2- /5 GRD 60 REBAR W/ /5 GIRD 60 CROSS BENT AS SHOWN - REFER TO WALL SECTIONS 0. 3.2 ROOF DEAD LOAD - 20 psf
REBAR SPACING (R CONTINUOUS IN FOOTING GItD 60 REBAR BARS 0 24' O.C. 2'-06 SPACE SAME AS FOR TYPICAL FOOTING REINFORCING #5 � 60 REB 0. 3.3 EXTERIOR DECK LOAD - 80 psf
L lr 246 0 12. O.C. EACH WAY 0. 3.4 FLOOR UVE LOAD (RESIDENTAL) - 40 psf
24. O.C. IF NONE 6" W/ #5 GIRD 60 (ROSS BENT AS SHOWN - WALL 0.3.5 FLOOR LIVE LOAD (COMMERCIAL) - - psf
BARS 0 24" O.C. 2'-0' _ SPACE SANE AS REBAR `SPACING OR
VERTICAL WALL 24 24. O.0 IF NONE L 0. 3.6 FLOOR UVE LOAD COMMON) - - psf
E SCALE: 1 /2" = 1 '-0' REBARSPACINCOR F'I WALL STIFFENER DETAIL 0. 3. 7 FLOOR DEAD LOAD - 30 psf
S2
248 O.C, IF NONE 6' G SCALE: 1 /2' = 1 '-O' S2 N. T.S. 0.3.8 WIND SPEED - 80mph, EXPOSURE B
S 0. 3.9 SEISMIC ZONE -1
2
S-06 MIN. F SCALE: 1 /2" = 1 '-0"
s
1 .0 CONTINUOUS SPREAD FOOTING FOUNDATION SPECIFICATIONS All S
2-#5 (RD 60 9• 2 Na7 _
S
CONY TOP h THIS FOUNDATION HAS BEEN DESIGNED BASED UPON SOIL INVESTIGATIONS PERFORMED BY 8
2-#5 BOTTOM 4-#5 REBAR x TOTAL WALL HP GEOTECH 4
(TYP. 0 EACH HGT. LESS 4" CONTROL JOINT THEIR FOUNDATION RECOMMENDATIONS ARE LISTED IN REPORT # 101 781 a { xn
STEP IN FND.) ° (TYPICAL) DATED DECEMBER 18. 2001 A
TS COLUMN - 1 . 1 FOUNDATION REQUIREMENTS
--
CORNER N BARS 60 1 /2" EXPANSION JOINT FFRAMING n ! MATERIAL BETWEEN BASEMENT PLANS FOR SIZE
C 1 . 1 . 1 THE FOUNDATION SHALL BE A CONVENTIONAL SPREAD FOOTING FOUNDATION
SLAB do DIAMOND SLAB WITH A MAXIMUM SOIL BEARING PRESSURE OF 3,000 psf, 3
_ 3 3/16 1 . 1 . 2 ALL LOOSE OR SOFT POCKETS OF SOIL WITHIN THE LOADED DEPTH OF THE FOOTINGS SHOULD BE :
i
'y REMOVED AND REPLACED 'MTN WELL COMPACTED GRAVELS, OR THE FOOTING EXTENDED TO THE
° 2- C 60 REBAR �0. LOWER , MORE COMPENTENT SOILS.
v� 12' LONG W/ 6' EMBEDMENT ry BASEMENT SLAB 1 . 1 . 3 FOOTINGS TO BE PLACED ON UNDISTURBED NATURAL SOIL OR STRUCTURAL FILL BELOW FROST UNE.
COLUMN DOWN INTO PIER AND 6' INTO _ ,�'4 � . n 2- 3/4' DIA. x 3/4" THICK STEEL 1 1 4 THE MINIMUM FOOTING REINFORCING SHALL BE CONTINUOUS #4 GRADE 60 BARS 0 8" O.C. U.N_0 C� 11 �
TO PIER - TIMBER COLUMN EPDXY DOWEL 6" LONG EXPANSION SASE 1 . 1 . 5 RETAINING WALLS SHALL BE DESIGNED USING AN EQUIVELANT FLUID PRESSURE OF 45 pcf.
WATERPROOF BASE INTO PER IF PLACED AFTER / gMpiORS
L2'--Oo M111C ,_ ,x $ WHERE NEXT TO CONC. 1'-0' CONCRETE IS POURED TYP , CORNER REINFORCEMENT *\ N�!�1 K 1 . 2 REINFORCED CONCRETE FOOTING SPECIFICATIONS:
2-#5 GRD" BOTTOM 12' DIA. SON-O-TUBE - PROVIDE 1/20 P. T. a FOUNDATION GROUT TO LEVEL 1 ,2. 1 ALL CONCRETE TO DEVELOP 3,500psi COMPRESSIVE STRENGTH IN 28 DAYS. °
TYP IF SON-O- TUBE EXCEEDS PLY/STEEL SHIM \ a n. WALL 1 .2.2 MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. °
8' -O' IN HEIGHT CONTACT 1 .2. 3 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. LAP BARS A MINIMUM OF 18' w
( TRADE SLOPE AWAY
THIS OFFICE 6' IN FIRST 5' MIN. „ AT ALL SPLICES UNLESS NOTED OTHERWISE. s
TYP . FOUNDATION STEP REINFORCEMENT _ -__ 1 .2. 4 ALL CONCRETE WALLS SHALL BE REINFORCED WITH #3's 0 18" O.C. AND EACH WAY - MINIMUM. L3
STONE 1 .2.5 CONCRETE SHALL BE PROPORTIONED USING TYPE II CEMENT. ADMIXTURES CONTAINING o
CHLORIDE SALTS SHALL NOT BE USED. Z
6• L 4X4X1/4 STEEL ANGLE ATTACHED TO 1 .2.6 COLD WEATHER PROCEDURES FOR CONCRETE SHALL BE PROVIDED AS RECOMMENDED IN THE ° _
3/4" PLYWOOD WALL W/ 1 /Y OA. x 4' L EXP. INFILL DIAMOND W/ CONCRETE ACI MANUAL OF CONCRETE PRACTICE. S
ANCHORS 0 24. O.C. IF STONE 1 .2. 7 EXPANSION BOLTS SHALL BE LOCATED AT A MINIMUM OF 6 BOLT DIAMETERS FROM CONCRETE °
4' 4' FOLLOWING R(X)CH FRAMING APPROVAL ° w
4- 4'-0" LONG EXCEEDS 9'-0' IN HEIGHT CONTACT EDGE AND SPACED AT 36" O.C. UNLESS NOTED OTHERWISE. w v> <n
w T.O. WALL ENGINEER .7 2- 13/160 OA. 1 .2.8 CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
HORIZONTAL #5 GIRD 60 BEAM- SEE FRAMING DIAMOND SHAPED SLAB n v 1 . 2. 7. 1 CONCRETE CAST AGAINST PERMANENTLY EXPOSED EARTH - 3"
REBAR TED 0 Y FROM PLANS FOR SIZE < SEE SI n BOLT HOLES
13 GIRD 60 REBAR > ISOLATION SHOULD BE MZED 1 . 2. 7. 2 CONCRETE EXPOSED TO WEATHER:
T.O.W. k EVERY 6" DOWN PE 0 TOP DF PIER = TO ALLOW CLEARANCE FOR - #5 BAR & SMALLER - 1 1 /2" w
3- #5 GRD 60 BARS S
BAR & BIGGER - 2"
-- FULL LENGTH OF o COLUMN BASE PLATE a - #6 �w
SON-� + \ WRDNOTHER FOUNDATION MATERIALS AND SPECIFICATIONS' r
4- 4'-0' LONG VERTICAL LL a M
r 1 .3.1 GROUT - ALL GROUT MUST BE LOW SHRINK, HIGH STRENGTH DRY PACK GROUT WITH A MINIMUM � m m
#5 GIRD 60 REBAR 0 - STRENGTH OF 2.000psi. SEE SECTION 3.0 FOR MASONRY SPECIFICATIONS. °
V-00 O.C. PLACED WITHIN o - " -- - -- -- - - 1 . 3. 2 STEEL - ALL STEEL BEAMS TO BE CARBON A36 STEEL , Fy MINIMUM YIELD STRESS OF 36 ksi, Fu w
2' (S T.O.W. 0 TIME OF - I COLUMN ISOLATION DETAIL 31/2' 3 1 /26 TENSILE STRESS OF 58- 80 ksi. SEE SECTION 5. 0 FOR FURTHER DETAILS.
WALL POUR 1 .3. 3 BACKFILL - DO NOT BACKFILL AGAINST RETAINING WALLS UNTIL ALL SUPPORTING ELEMENTS ARE <
24' 3- #5 GRD 60 T.O. FOOTING N . T. S. °
'O 3- #5 GRD 60 BAR REBAR EACH WAY N PLACE AND SECURELY ANCHORED OR UNTIL ADEQUATE SHORING IS INSTALLED.
° TO VERT. STEEL SEE St 5' S6 1 .3. 4 THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF THE CHANCE OF MOVEMENT AND PROJECT NUMBER: 02100)6
2- #S GIRD 60 REBAR % PROVI)E TREATED SILL FOR 66 BEND AS SHOWN CRACKING OF CONCRETE SLABS PLACED DIRECTLY ON COMPACTED SOIL.
J ARING AND AIRSPACE AROUND EXTEND FOOTING 1 .3.5 ISOLATE ALL DOOR JAMBS FROM FLOOR SLAB A MINIMUM OF 1 /2" HORIZONTALLY TO ALLOW FOR
CONY 0 TOP OF WALL BE
SIDES AND FOUNDATION OF WOOD SEE PLANS 0 BATTERED WALL 1 . 3.6 POSSIBLE E CONTRACTOR SHOULD SHOULDEVERIFYNALL ODIMENSIONS ONRTHE FOUNDATION PLAN LPRioR To FOUNDATION DETAILS
BEAMS IN CONCRETE POCKETS SEE St FOR SIZE
PER ufic 2306.6 CONSTRUCTION . AND STRUCTURAL
1 SCALE: 1 /2" = l ' -0" TYPICAL FOOTING TUBE STEEL COLUMN TO NOTES
TYPICAL BEAM POCKET DETAIL S2 SECTION @ STONE VENEER FOUNDATION WALL DETAIL
S2
HANGER TABLE
QEO. . . . �
INSTALL ALL HANGERS PER MANUFACTURER SPECIFICATIONS � ,��. ,( • ;Yi�
L!7
JOIST TOP FLANGE FACE MOUNT SKEW
1 - 2X12 HU212TF HU212 - o ¢ ' O
0 '~
2- 2X12 HUS212-2TF HUS212-2
3- 2X12 HU212-3 MAX HU212-31F - 6020
Z "
Cie
0
ry
Z w
h r
W M
m v+
V w v
3 v m
U NO. 6w � O O
O d Sts P � r r � r r F r " �
m
} O r lr
r ' r
_ W
add
r -
2- 2, 12 PI LEDGI R BO D r r
l o I
ATrATCHID TO ALL NIT - W r - r -
o ° 5/8 EXP AN S II .0
J
(S \ L J L I L ` ` _ L L
/ J ^ _J ,
L_J _ W
J L J L J I /'
I .. y rB� X )2. O
ad
J3 �
i cn rnoXls STEEL BEAM
K L JL JL L JL JL JL = L- ` - IO' H. A 40 W. - . , , an
1 � = T- � � -ir -ir - r IF IF it ter- � r r � r � r � r � r ii -� r - Ir W W O
dad
I o ' 2 2Xt PT AR C1 (15.3 TELL '-CH L Q 9 Z
I I A A TO WALL W/1 - OW A T TO ALL /1 -R W Q T
I ( A• j 01 O.C. (/ r EX D)AN S 1B' O.C. LrL�LJL) Vii' 1
ZZco L2
of �je
JL �JL JL JL JL JL JL J �JL JL JL IL J JL L J JL JL JL 0 O Li
a
u.
4•-60 m = U a-
w d
J
W o > �'
ALL DECK FRAMING IS TO BE PT �
DFL 2X12 ® 16'• O. C. UNLESS x
NOTED OTHERWISE. W
ALL 11MBERS LARGER THAN 6X6
ARE TO BE DFL #1 OR BETTER .
UNLESS NOTED OTHERWISE .
I
z
Z
w
V
in O
2
W Z
� o
O V
O =
O Z
� O
p � O
w
LEGEND - w
3
STANDARD BEARING POST HD HOLD DOWN
O
POST FROM ABOVE PT PRESSURE TREATED
(FL) FLUSH BEAM
� a a
SEE TYPICAL TRIMMER DETAIL TS TUBE STEEL COLUMN m m
0
fe ROUGH-IN PLUMBING LOCATION o �,
0
oti SEE TYPICAL TRIMMER DETAIL a FLU VENT
k� Mppif POST (CP) LVL LAMINATED VENEER LUMBER o
(i.e, MICRO---LAM, GANG=LAM, PROJECT NUMBER: 021006
.y VERSA=LAM, et al.)
® LOAD BEARING C = = = = 7.3 LOAD BEARING LOWER LEVEL FRAMING PLAN
WALL BELOW WALL ABOVE LOWER LEVEL
SCALE: 1 /4" = V - 0" FRAMING PLAN
S3
HANGER TABLE
INSTALL ALL HANGERS PER MANUFACTURER SPECIFICATIONS
ALL COLUMNS NOTED ON FRAMING PLANS � ,� :y,, � •fit
JOIST TOP FLANGE FACE MOUNT SKEW ARE FOR BEARING UNDER HEADER ONLY 4=5 �w ,
AND DOES NOT INCLUDE KING STUD : o z
1 - 2X12 HU2121F HU212 *- : z
- -
2- 2X12 HUS212-27 HUS212-2 - < 6�• f�b' " ` 1t 0
3- 2X12 HU212-3 MAX HU212-3TF
1- 1 3/4'x11 7/8'LVL WP11 MXJ1 .81 /9 - SEE FRAMING PLANS
— FOR HEADER SIZE
- 2- 1 3/4'01 7/8'LA- MIT411.88 HHUS410 -
V o
3- 1 3/4'01 7/8'LA GLTV5.51I HGUS5.50/12 -
2- 1 3/4'x11 7/8'LVL GLTVS 511 HGUS5.50/12 - Z a ^
11 7/8' TJI/PRO 250 JOISTS ITT11 .88 IUT11 SURI/U11 PROVIDE ADDITIONAL
KING STUD AS REWIRED
DOUBLE 11 7/8' TJ/PRO 250 JOISTS MIT411.88 U410 SURA410 KING STUD NOT INCLUDED
0 0
IN POST CALLOUT Z >
C m N
l7 �
3- 2x6 DENOTES ¢ ¢ r,
3 TRIMMERS AND J 3 m
DOES NOT INCLUDE
KING STUD - SEE > W
FRAMING PLANS FOR w o m
COLUMN PACK SZE
TYPICAL HEADER /POST DETAIL
o
W ° °
DFL #1 8X14 TIMBER (FL) OR m ^
SCALE: 3/4' = 1'-0' a
o a n LL
All-
INVERTED SIMPSON HGLT9
1
IF -� , 2 - E, or f. 3 TOP FLANGE HANGER
10 I y q INVERTED SIMPSON HGLT9 J L
o / TOP FLANGE HANGER L J W
S O / INVERTED SIMPSON HGLT9 r (� 1
B r = 2 2X12 PT ARD r ' TOP FLANGE HANGER L �!/ J
ks p� N ATT TCHEC TO R M W/ ROW
T a 0
3/4*0 THRU BOL 0 If O.C.
STA RED) ',�, a • • J
2- 2X12 T LE GER CARD r° 8 = Ilk m
i1 I N ATT CHED TO RI W/1 ROW J
° /4'r 1HRU BOLT" 0 16 O.C. '� J : — — L. I ti W
x 2X10 0 1 • TA D) J L� — y 1 ' LVL 2- 3/ . - ^�
6k6 16' C.
/A• I X 9 1�2• k ` �' L Q
Posy L- JL JL JL L JL JL JL JL JL JL JL JL J x 1 /2' L`ti ' � 2. 1J�,• r9 J ; PLUMBING HEADER DETAIL
- r � ra r r .� r I FDRA NS NTERFERE WITH
G
Q
WIOX 9 /S • 18E /8• ( ' 2 1 �3 - 1 1' X � I • H J 2 L d -` JOIST LAYOUT
U) w ^
I 3 I 11 7/8 LVL FL) W LV Q
2- 2X10 PT LEDGER BOARD / ; "} "� !! ^^
_/ ,� L J I • " ' o � THE LOCATIONS OF DRAINS FOR V
ATTATCHED TO RNA W/ 5/860 x • �,
THRU-BOLTS 0 16' O.C.(OFFSET) °_ ' o ~ x PLUMBING FIXTURES ARE ASSUMED ANU
l x l I Y
EXACT LOCATIONS SHOULD BE VERIFIED x Z
, ' PRIOR TO CONSTRUCTION. HEADER OFF Q pU
• n n ' h , a ° I BAYS WriERE WOIARED BY PLUMBNG TO �' �
I ° AVOID DAMAGING I-JOISTS. DOUBLE Q O
J o . x � ) . �° • 3- 1 314R X 9 1/2' LA. JOISTS ON EITHER SIDE OF HEADERED Q QY
Flo I
4401 orn a
v
o I o f BAYS. � t ' a
Imam g a ao m ) � 1r 1 v a
m . r 11'I N ' • I d
_ 1 4• z 1 ALL TUBE STEEL COLUMNS TO BEAR DIRECTLY ON I- J
• I 1 7/8 LA. FL) I I FOUNDATION , FOOTINGS, OR STEEL BEAMS - DO NOT D Q N
M I 1 BEAR TUBE STEEL COLUMNS ON SILL PLATES, PLYWOOD, W Q > (/)
I I I 1 OR CONCRETE SLAB - USE EXPANSION JOINT AROUND c
M'10 2 STE L BE (FL 2- ) �( 'r 1
10 1/ ' H. 5 3 4' W. ' '' W1px . STEEL 1 ALL COLUMNS BEARING ON FOOTINGS �•
1 1 IL 11 : L J L �' 10 z 4 W. a
qJ L L _ __ J JL _JL JL JL JL JL JL JL 1
� Ay.4�V4 � , r , —� � r1 - - - 2 134 117 L 3 r F-� IT- I I 'tr Ir it 1
• 1 ALL FLOOR FRAMING IS TO BE 11 r
} I _ 7 /8" TJI /PRO 250'S ® 16 " O. C.
: wT x30 STEEL BEAM ED (2- AN W
�S
' " f UNLESS NOTED OTHERWISE .
n J X/ 1
1 xb • i
2 > s K T i ALL TIMBERS LARGER THAN 6X6
q 1 ARE TO BE DFL #1 OR BETTER .
1 UNLESS NOTED OTHERWISE .
• I m . N I
n o I m I > ILL p 1
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SSA=`"M D' MAIN LEVEL FRAMING PLAN
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PROVIDE ADDITIONAL � D
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10 1 8' H. x 4' PLUMBING FIXTURES ARE ASSUt,ED AND
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- zxs ARE TO BE DFL #1 OR BETTER .
UNLESS NOTED OTHERWISE .
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VERSA=LAY, at d.) UPPER LEVEL FRAMING PLAN
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WALL MOW WALL AeovE - 0 FRAMING PLAN
SCALE: 1 /4" = 1 ' "
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HANGER TABLE
ALL COLUMNS NOTED ON FRAMING PLANS
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ARE FOR BEARING UNDER HEADER ONLY ¢; 3 Q
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PROVIDE ADDITIONAL ^ m
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V w °
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VALLEY BEAM SCALE: 3/4' = I'-0" o d n LL
2- 3/4.0 THRU 8 OL1S BEAM
ALL TUBE STEEL COLUMNS TO BEAR DIRECTLY ON
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} 0 BEAR TUBE STEEL COLUMNS ON SILL PLATES, PLYWOOD,
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� �,, DETAIL XX/S7 2 ti TYPICAL VALLEY BEAM CONNECTION ALL COLUMNS BEARING ON FOOTINGS Z
'`,r FOR CONNECTION
BALLOON FRAME ALL CHIMNEY OPENINGS FROM INSIDE OPENING O Q Q
AND BE R EXTERIOR STONE ON BEAMS Q
PROVIDED - DO NOT BUILD EXTERIOR �A a
I I 2 V2 Lvt CHIMNEY FRAMING ON TOP OF ROOF Y/ a
SO SHEATHING W o
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DFL #2 2X12 24" O. C. UNLESS Z o o �
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COF NOTED OTHERWISE .
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UNLESS NOTED OTHERWISE . _.. J
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GABLE END WALL TO BE ?kB
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0 1 BALL ALL STRUCTURAL a J �• POSTS/COLUMNS TO INSIDE
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POSTS/COLUMNS W INSIDE �J h x fir• ^• FACE OF WALL OVER FR AMING NOTE :
FACE OF WALL. N
1
f- 2 3/4' 7/8 LVL (FL L _ e \ B! • } OVERFRAMING MEMBERS SHALL
BE AS FOLLOWS:
- N Ar
1 3/4 % 1 7 ,r�J r • �{ �/ o RIDGES - 1 - 2x8 UP TO 9 6 0 _01
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2 -V8 OF 10 3 'x B' _ _ _ _ _ JACK RAFTERS - 2x6 RAFTERS O 24' O.C.
2x TO 7'-0"
2x6 RAFTERS O 16' O. C.
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JACK RAFTERS - 2x8 RAFTERS_ 0 24" O.C.
V �
N � a 2x8 RAFTERS O 16' O.C.
W �
• t`' Y V, a V UP TO 11 ' - 0'
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YI • + ° ' x ABOVE , CONTACT THIS OFFICE. )
I I , �• • I' I \ I �' �,� n r , OVERFRAME ROOF WITH
II N I�!, I "� t x • I TRUSSES WHERE EVER POSSIBLE z
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° 3- 2X10
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,Y VERSA=LAM, et d. )
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LOAD BEARING ROOF FRAMING
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WOOD BEAM _ PLANS TUBE STEEL COLUMN � �O� • C'
SEE FRAMING RE STRUCTURAL PLANS
PLANS
FULL PENETRATION WELD TUBE STEEL COLUMN
2- 3/400 A AT ALL CONTACT EDGES. WT5xl5 RE STRUCTURAL PLANS N
THRU-BOLTS - - TIMBER BEAM W/ Z V o
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JA TUBE-STEEL BEYOND Z
- t N
ALL COLUMNS NOTED ON FRAMING PLANS zx EXTERIOR WALL _
w
ARE FOR BEARING UNDER HEADER ONLY CONTRACTOR TO FIELD vERIFY roP
O SLAB. MAX 6• THIX( STONE
AND DOES NOT INCLUDE KING STUD ON TOP OF STRUCTURAL SLAB STEEL OLUMED ro TOIL Z o
TJ FLOOR JOISTS, SEE STEEL COLUMN W/ FULL _
PLANS FOR SIZE AND PENETRATION WELDS AT ALL ^ / m v
SPACING - - __ CONTACT EDGES Li V w o
L J L J REINFORCE SUB W/ #5 PUCE ANGLE ON —— o _
GRD 60 0 12' O.0 THREE SIDES OF ENTRY - A 6x12 TIMBER BEAN ATTACHED TO ¢ a ^ N
SEE FRAMING PUNS f j:3, 1 0 _ - --- TOP FLANGE OF Wf5x15 W/ 2 J 3 v m
FOR HEADER SIZE J L J
EACH WAY - G Q J
SLOPE 1 /2'0 LAGS AT 12' O.C.. ^ w °
/ - -
A MIN�6MPENETRATION INTO OTIMBER C W °
L
=1
ARE 3/8& THICK STEEL PLATE - C BEAM 0 3 x N
N Q P
=- � 6• THICK CONCRETE SLAB USE 1/4• FILET WELDS HOUL ER D TAI0 W m
- � X
KING STUD AS - —��
SLOPED ARCHITECTURAL FOR SLOPE 71 ,5C LSIRUCTURAI PLANS S7 o
0 ALL EXTERIOR STEEL
KING STIR NOT NaLAED - CONNECTIONS - I/8' FILLET o
IN POST CALLOUT PLUMBING HEADER DETAIL F> �� WELD INSIDE BUCKET TUBE STEEL PLANS -
FOR USE WHEN PLUMBING 6x6x1 /4 STEEL ANGLE BOLTED TO FRAMING PLANS
DRAWS INTERFERE WITH LVL BEAMS W/ 1 /200 THRUBOLTS AT
3 2x6 DENOTES JOIST LAYOUT SEE DETAILS ON SHEET 12' O.C. MIN 2 BOLTS PER ANGLE TUBE STEEL COLUMN -
� 3 TRIMMERS AND S2 FOR FOUNDATION VULCRAFT CONFORM DECKING FRAYMNG PLANS SECTION A - A
DOES NOT INCLUDE REINFORCEMENT TACK WELD DECKING TO STEEL ANGLE
KING STUD - SEE NOTE: THE LOCATIONS OF DRAINS FOR
FRAMING PUNS FOR PLUMBING FIXTURES RE ASSUMED AND ALL TUBE STEEL COLUMNS TO BEAR DIRECTLY ON W
COLUMN PACK SIZE EXACT LOCATIONS SHOULD BE VERIFIED
PRIOR To CONSTRUCTION. HEADER OFF A FR NT NTRY CTI N B M AMT T T 0 M FOUNDATION , FOOTINGS , OR STEEL BEAMS - DO NO
BAYS WHERE REQUIRED BY PLUMBING TO
AVOID DAMAGING I-JOISTS DOUBLE 7 SCALE 1 1 -0 BEAR TUBE STEEL COLUMNS ON SILL PLATES , PLYWOOD , V
. S =
TYPICAL HEADER /POST DETAIL JOISTS ON EITHER SIDE OF HEADERED OR CONCRETE SLAB — USE EXPANSION JOINT AROUND Z
SCALE 3/4' = 1'-0' BAYS.
ALL COLUMNS BEARING ON FOOTINGS
� Q
� O
2- 3/4'0 2 ROWS OF 1 /2' DIA. STRUCTURAL STEEL CL
THRU-BOLTS 5� RAMING NOTES LNLESS NOTED OTHERWISE}
z 1/2' 2 1/2' THRU-BELTS o 12• D.C.oc ( W D
W000 BEAM SET PLATE TO A. OVERFRAMNG AND HEADERS TO BE DOUG FIR LARCH #2 OR BETTER UNLESS NOTED OTHERWISE ALL SOLID A. ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND ' /� z
SEE FRAMING TOP (1F BEAM - SIDE LOADED A T*M:R BEAMS AND POSTS WIDER THAN 3' SHALL BE DOUG FIR LARCH /2 OR BETTER. CODE OF STANDARD PRACTICE. Q Z
S RAM SET BLOCKING FASTEN 0 24• O.C. 4- LVL BEAM B. ALL DOOR AND WINDOW HEADERS TO BE 2- 2x10 PATH 1 /2' FLITCH AT 2x4 FRAME WALLS AND 3- 2x10 B. ALL STEEL BEANS, PLATES AND ANGLES SHALL BE E A A36 GRADE, TUBE STEEL COLUMNS SHALL
PLAN W BETWEEN BEAM FLANGES STAGGERED WITH 1 Y FLITCH AT 2x6 WALLS UNLESS NOTED OTHERWISE. ALL BOLTS USED GRADE L PIPE COLUMNS SHALL BE ASE FIC GRADE B OR BOLTS USED
AND ATTACH TO KING STUDS / C. ALL BATS USED IN Sllfl FRAMING SHALL MEET ASTM SPECIFICATION A325. BOLTS USED W STEEL O
C. SOLID BLOCKING AT JOIST BEAWNG PINTS AS REOUIRED BY MANUFACTURER. SOLID BLOCKING FRAMING SHALL BE 3/4' DIA. UNLESS NOTED OTHERWISE.
REQURED OVER BEARING WALLS OR BEAMS, WHEN FLOOR SUPPORTS GLARING WALL DIRECTLY D. ALL EXPANSION BOLTS SHALL BE HAVE THE FOLLOWING MINIMUM EMBEDMENT: 0 O ov,LLJ
_ ABOVE. - 1 /2" OIA. - 2 1 /2' Q
-� SECTION A — A D. STUD POSTS NOTED RE FOR BEARING ONLY. PROVIDE ADDITIONAL 'KING STUD' AS REQUIRED. ALL - 5/8' DIA. - 3• 09 L ♦ W
POST BEARRK:S FOR SEAMS AND HEADERS TO iE TWO (2) STUD BERING UNLESS NOTED OTHERWISE. V
O E. SECOND FLOOR POINT LOADS CALLED OUT AS 3- 2x4 OR MORE SHALL BE INCREASED BY 1 STUD PER - 3/4' DIA. - 4'
h LEVEL OF FRAMING TO THE FOUNDATION, UNLESS NOTED OTHERWISE E. ALL WELDING SHALL BE PERFORMED BY AN AIMS CERTIFIED WELDER.
A F. ALL WALLS TO BE DOUG-FIR-LARCH STUD GRADE OR BETTER 0 16' O.C. UNLESS NOTED OTHERWISE. SEE ARCH. F. PAINTING DONE ON STEEL MEMBERS SHOULD BE AT LEAST 3' FROM FIELD WELDS UNLESS WELDS RE J
PLANS FOR LOCATIONS OF 2x4 AND 2x6 WALLS. COMPLETED.ION O
G. TOP PLATES AND BOTTOM PLATES TO BE DOUG-FIR-LARCH 02 OR BETTER. IF PLACED ON CONCRETE N
COLUMN CAP & SINE PLATES TYPICAL SIDE LOADED 4 PLY LA BEAM ERECTLY, USE PRESSURE TREATED AN FIR IT2 GENERAL NOTES � 0 �
ARE 1/4. 7HKX STEEL PLATE - N. CROSS BRACING REQUITED AT MID SPAN (lf JOISTS E CEILING DRYWALL IS NOT DIRECTLY APPLIED
USE 1/4• THICK WEIRS TO UNDERSIDE OF JOISTS A. CONTRACTOR SHOULD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE FRAMING
U ALL EXTERIOR STEEL I. JOLT HANGERS, OEM HAN(,'ERS, TRUSS HANGERS, FRAMING CUPS, ETC. TO BE MANUFACTURED BY DRAWINGS.
_jj SIMPSON STRONG 11E GO., INC, INSTALL PER MANUFACTURER SPECIFICATIONS. B. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING TECHNIQUES,
CONNECTIONS - 1 /8' FILLET J. WOOD PLATES INSTALLED ON STEEL BEANS OR ON FOUNDATION WALLS SHALL BE RIPPED TO MATCH PROCEDURES AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR SHOULD NOTIFY STRUCTURAL
WELD INSIDE BUCKET 1 /4• STEEL PLATE EXACT DIMENSION OF BEAN OR WALL
EACH SIDE K. STRUCTURAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR MANUALLY SEALED DDOCU�MEN7S A CONFLICT RISES DUE TO VARIATIONS OR OTHER PROBLEMS WITH THE CONSTRUCTION
DO NOT WELD AT 111E OF CONSTRUCTION. EXTERIOR WOOD DECKS OR PORGIES TO BE HEM FIR /2 OR BETTER. C OBSERVATIONS OF JOBSITE OTHER THAN REOUE2ED INSPECTIONS BY ENGINEER ARE NOT
AT CORNERS 3 16 DECK OR PORCH JOISTS AND BEAMS TO BE PRESSURE TREATED OR MANUALLY SEALED AT TIME OF CONSTRUCTION APPROVALS
3/16 CONSTRUCTKW D. STRUCTURAL CONSTRUCTION DOCUMENTS RELEASED BY THIS OFFICE ARE ASSUMED TO BE COMPLETE
NOTE: L. ENGINEERED LUMBER PRODUCTS (I-JOISTS, LVL. M ETC.) TO BE INSTALLED PER MANUFACTURER AND ACCURATE YET PROBLEMS MAY ARISE DURING CONSTRUCTION. COMMUNICATION WITH uj
TUBE STEEL COLUMN - FULL BEARING OF STEEL BEAMS ON SPECIFICATIONS. CONTRACTOR, ARCHITECT AND OTHER PARTIES INVOLVED 'WITH THIS PROJECT WILL PROVIDE THE
SEE FSTEEL PLANS STUDS IS REQUIRED. E SHINS RE M. MULTIPLE PLY ENGINEERED LUMBER BEANS AND HEADERS SHALL BE BUTT LIP PER CONNECTION BEST POSSIBLE BUILDING.
THEY SHOULD BE FULL SPECIFICATIONS GIVEN BY MANUFACTURER.
WIDTH OF POCKET. STEEL BEAM WEB STIFFENER MAY BE SHOP FABRICATED. N. ALL JOIST AND TRUSS OUANTITIES AND DIMENSIONS MUST BE VERFIED BY THE RESPECTIVE SUPPLIER,
LOCATE STIFFENERS WITHIN 6. OF SUPPORT OR NAILING SCHEDULE
TYP . WOOD BEAM TO CONCENTRATED LOAD.
WALL AND FLOOR CONSTRUCTION (UNLESS NOTED OTHERWISE) (UNLESS NOTED OTFER'MSE
MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIC BY UBC TABLE 23-I1-6- 1.
TS COLUMN CONNECTION TYPICAL STUD WALL STEEL BEAM POCKET WEg STIFFENER DETAIL EXTERIOR WALLS
4' = 1'-O• A ALL EXTERIOR WALLS SHALL CONSIST OF 2x6 STUDS 0 16' O.C. TO A MAXIMUM HEIGHT OF 12'-6'. IF
SCALE: 3/4'
N . T.S. HEIGHT OF WALLS ARE BETWEEN 12'-6' AND 14'-60 USE 2x6 STUDS 0 12. O.C. IF HEIGHT OF WALLS 2x FLOOR JOIST TO GIRDER, SILL OR WALL PLATE (TOENAIL) 3- Bd
ARE GREATER THAN 14'-6• TO A MAXIMUM OF 17-4' USE 2- 2x6 STUDS 0 16' O.C. USE A DOUBLE
TOP PLATE TYPICAL TO PROVIDE OVERLAPPING AT CORNERS I-JOIST TO GIRDER, SILL OR WALL PLATE (TOENAIL TIHROUGH BOTTOM CHORD) 2- WOd >6
B. FLOOR OR ROOF FRAI/NG MEMBERS MUST BE ALIGNED TO BEAR WITHIN 5 INCHES OF THE STUDS 16d 0 16' O.C.
s S
.II
3/8' THICK STEEL
BENEATH. SOLE PLATE TO JOIST OR BLOCKING (FACE NIL)
3/9' THICK( STEEL C. EXTERIOR WALL SHEATHING SHALL BE 1 /2' RA RATED SHEATHING 24/16 RATING, EXPOSURE 1. BLOCK 2- 16d 0�
WEB STIFFENERS WEB STIFFENERS ALL HORIZONTAL JOINTS. TOP PLATE TO STUD (D NAIL)
TYP. O EACH ( TYP. O EACH EACH SIDE OF BEAN-
L EACH SEJE OF (TEAM- 0. PROY�E 3 2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE. USE 4- Bd (TOENAIL) OR j
STIFFENER 1 /4 CHAMFER CORNERS STIFFENER 1/4 CHAMFER CORNERS L4x3x1 /4 STEEL 4' STEEL BEAM - MULTIPLE POSTS AT BEARING LOCATIONS EQUAL TO `WIDTH OF BEARING MEMBERS UNLESS NOTED STUD TO SOLE PLATE >a =
k20
ANGLE BOTH SIDES SEE FRAMING PLANS s OTHERWISE. 2- 16d (ENDNNL)
I Of STEEL BEAM 3' 1„ 16d O 24' D.C.
INTERIOR WALLS (LOAD BEARING): DOUBLE STUDS (FACE NAIL) ` .Is
S1TF1 BEAN - STEEL BEAM - 4 3/4' DIA \ A. ALL INTERIOR WALLS SHALL CONSIST OF 2x4 STUDS O 16' O.C. USE 1/20 GYPSUM WALL BOARD ON BOTH 16d 0 16. O.C.
SEE FRAMING 2- 3/4' DIA. SEE FRAYING SIDES OF WALL. USE A DOUBLE TOP PLATE TYPICAL TO PROVIDE OVERLAPPING AT CORNERS. DOUBLED TOP PLATES (FACE NAIL) e
THRU-MOLTS
PLANS FOR SIZE TOB(O-�� PLANS FOR SIZE _ O B. Fl(1GR OR ROOF FRAYING MEMBERS MUST BE ALIGNED TO BEAR WITHIN 5 INCHES (1F MME STIRS 2- 16d
BENEATH. TOP PLATES, UPS AND INTERSECTIONS (FACE NAIL) its ill C. PROVIDE 2- 200 HEADERS OVER ALL DOOR AND WINDOW OPENINGS UNLESS NOTED OTHERWISE. USE 16d 0 16' O.C. (U EDGE)
0 a MULTIPLE POSTS AT BEARING LOCATIONS EQUAL TO WIDTH OF BEARING MEMBERS UNLESS NOTED CONTINUOUS HEADER, TWO PIECES
O OTHERWISE 4- 8d
CONTWUOUS HEADER TO KONG STUD (TOENAIL)
FLOORS CEILING AND FLOOR JOISTS, LAPS OVER PARTITIONS (FACE NAIL)
3- 16d w
1 /2• THICK 1/2•
THICK A. AND GROOVE EXPOSURE , PUCE ALL/SHEATHING N SLONG EDGE RAPERPENDICULAROTO JOISTS AND_-Z
STEEL CAP PLATE STEEL CAP PLATE 3 3/4 1HRU-BOLTS CEILING AND FLOOR JOISTS TO PARALLEL RAFTERS (FACE NAIL) 3- 16d o
Y 1 /2' MAX STAGGER ENO JOINTS.
TUBE STEEL _ VIBE STEEL COLUMN - IN EACH ANGLE 3/16 g, gglp gLpCI(I,� SHALE BE PLACED EETWEF.N FLOOR JOISTS AT ALL BEARING LOCATIONS. GLUE AND SI Sd TOENAIL OR
z
SEE FRAMING PLANS
SEE FRAMING PLANS NAIL ALL SHEATHING TO SUPPORTS AND BLOCKING. SOLID SAWN RAFTER TO PLATE SIypgpl H5 0 o
FOR SIZE FOR SIZE o 0
3/16 3/16 I-JOIST RAFTER TO PLATE (TOENAIL THROUGH BOTTOM CHORD) 2- 12d Z
4- 13/16. DIA. TYPICAL COPED CONNECTION ROOF: SHEATHED I6d o z4 o.c.
2- 13/16' DIA. HOI ES A ALL RSHEAIFUNG WITFI ONG ED(EWIPERPEN01(X1lAR TO RAFTERS IAND4STAGGER D JOIN I . PUCE BUILT-UP CORNER STUDS
B. SOLD gLoo(NG SHALL BE PLACED BETWEEN RAFTERS AND LOOKOUTS AT ALL BEARING LOCATIONS. BUILT-UP BEAMS 16d 0 12. O.C. (EA FD(E) w
C. WIND ANCHORS SHALL BE PLACED AT ALL RAFTER TO STUD WALL CONNECTIONS.
Sd O 6. O.C. ALONG EDGES
PLYWg00 OR OSB ROOF/WALL/FLOOR SHEATHING
� it \ 8d O 12' O.C. IN FIELD
m m
\ \ 3 4' SUB-FLOOR 2x PLATE GLUED 8 SHEAR WALLS
/ RANSET TO BEAM A. ALL WALLS OVER 6'-O' LONG SHEATHED WITH GYPSUM WALL BIRD ON BOTH FACES HAVE BEEN
GLUED & NAILED TD Ti's DESIGNED AS SHEAR WALLS.
7/z' DIA. TMRU-BOLTS 9 ALL BEAR WALLS SHALL HAVE WALLBOARD SCREWED INTO TOP AND BOTTOM PLATES WITH 08 x 1 1/8' NOTES:
2z STOCK TO D(IEND 0 24' O.C. STAGGERED. DRYWALL SCREWS AT Y O.C. MAl(IMUN. A. ALL NAILS ARE EITHER COMMON WIRE OR BOX NAILS. COOLER, SINKER OR OTHER NAIL a m m
m it PAST STEEL FLANGES - FIELD pETERMING LENGTHS TYPES MAY BE USED ONLY AFTER CONTACTING THIS OFFICE FOR SIZES AND SPACING.
N \ C. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH PLYWOOD OR OSB UNLESS NOTED OTIHFTHWISE. o `
OSB FILL AS REQUIRED B. STAPLES MAY BE USED IN CERTAIN AREAS IF THIS OFFICE IS CONTACTED FOR SIZES AND
N 3 1/2• 3 1 /2' SPACING.
STRUCTURAL GLUED AND LAMINATED BEANS (au-LAYS) C- THUS S040MI REFLECTS MINIMUM NAILING ONLY. IN CASES WHERE LOADING CONDITIONS o °
1 I /2 ARE GREATER THAN THESE CONNECTIONS WILL APPLY SEE PLANS AND DETAILS OR o N
2• 5, 50 A. MATERIALS, MANUFACTURER AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH AITC PRODUCT CONTACT THIS OFFICE. n
PROJECT NUMBER: 021006
B. LAMINATED BEAMS SHALL CONSIST ENTIRELY OF DOUGLAS FIR (DF /DF) AND PERTAIN TO THE
FOLLOWING SYMBOLS:
FACE MOUNT HANGERS - 24F-V4 - SIMPLE-SPAN BEAM FRAMING DETAILS
AS SPECIFIED ON PLANS STEEL BEAM - TJI FLOOR SYSTEM - 24F-VB - CONTINUOUS MULTI-SPAN BUM
C AND STRUCTURAL
SEE FRAMING PUNS - 3 - COLUMN
C. ALL GLU-LAMS SHALL BE ARCHITECTURAL APPEARANCE GRADE UNLESS NOTED OTHERWISE. NOTES
STEEL BEAM TO TUBE STEEL BEAM TO INTERMEDIATE D. PROTECT MEMBERS FROM DAMAGE TO EXPOSURE BY WEATHER BOTH BEFORE AND DURNG
CONSTRUCTION. ENTS FOR WET SERVICE.E_ ADHESIS USED WITH GLU-LAMIS SHALL MET STEEL COLUMN DETAIL TYPICAL TUBE STEEL COLUMN DETAIL TYPICAL TYPICAL FLUSH STEEL BEAM F. DO NOT�CAMBER ANY GLU--LAMS UNLESS SHOWN BY 7
IARCHITECT OR ENGINEER- S S7
T
( SOUTH FRONTAGE ROAD )
% � m � %
D
I
AQ
ASPHALT BI ATH TO ��� g� � ��� N NEW ASPHALT AP PLOWED B K E PATH
BE BLENDED TO STING ki BE BLENDED WITH INFRARED H PATCH BIKE PATH � WITH INFRARED- OF
' 6
- 66 DISTUf�ggNCF - _ • ,
A w
60 b2 Q 8 j
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JQ , S \ 6 ''� 99 ''� a �2
0.
5.63
C/1
� s >00 z0 MAIN LVL. • 1966.92 I d'
GARAGE = 1966D0 1 / O�
'9C J\ _ i7, aF•C,q�, LOWER LVL. = 1958,00
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, � , ' •� • - -- I o �\ PROJECT NO: 405-02
LLI
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Ar
IMPROVEMENT LOCATION CERTIFICATE
I hereby certify that this Improvement Location Certificate was prepared
for MS2 GENERAL CONTRACTING
that it is not a land survey plat or improvement survey plat , and that it is
/ not to be relied upon for the establishment of fence. building or other future
improvement lines.
/ I further certify that the improvements on the above described parcel on
this date, 8/ 19/ 02 , except utility connections, ore entirely within the
y / boundaries of the parcel , except as shown , that there are no encroachments
/�►//' `\ upon the described premises by improvements on any adjoining premises.
except as indicated, and that there is no apparent evidence or sign of any
/ easement crossing or burdening any part of said parcel, except as noted.
/ LOT 3 Michael V Pas
ELEC, / Colorado PLS. 30116
GAS FACILITIES, INC.GAS LIN
aSPG�� / / / r� 6BOOK 190E PAGE 591T Dote: _� .�'ZS, c
E�0 / GUY WIRE s' �
o
0
EDGE OF L5 / � PHONE PC SETBACK LINE ISM
PAVEMENT \ STmtN sEVCR p� POWER P�
MH
/ 0^
ZO' 40' 60' b`. °° °i BLDxOVERHANG �\ /
O 0.7' CONC. PIER
PUMP STATI
SETBACK LINE
P p" 2.5 STORY WOOD FRAME DECK• �
8.6'x10' UNDER CONSTRUCTION .� • A/ � /
BLD/ bVERHANG -•
/ / 0.6'
5'%I16' <•� / as- VmO POST
ELEC. MH DECK / - . .
,y,2 . (TYP.) /
WELL o. 19'
DECK n,9 `� � / A
30.0' \ .
0.5' / x79ee.o \ \ . 27.9'
1.0' CONC. PIER •\ \
1Q POWER / OVERHEAD / \
POLE / / POWER LINE
LOT 2
0. 5332 AC. A`
GUY WIRE / / 3. 5 CMP - 50' STREAM SETBACK 2.0 STORY STR FRAME
� WITH FLARED ENO "SECTION � � / � / \
LOT 6 UNDER CONSTRUCTION \
• WATER VALVES / / 0.4
� ' 100 YEAR FLOOD PLAIN / x x \ 7988.7
• • / i 7990.2 \ / 7989.7 x
0.3' BUILDING
OVERHANG (TYP )
21 CMP / , A9r
EDGE OF (/ 1 . 0 CMP
PAVEMENT , / >d
LOT 7
/ x 7988.6
/ /x 7988.7 A
]988.Sx
1 . 0 CMP
/ OVERHEAD /\
POWER LINE
CENTER LINE / \x\9885
/ GORE CREEK
�DGE OF CREEK
OVERHEAD LOT 11 GORE
O• �� ,5o POWER LINE
/ wAL
C N/ I
/ / ` BUILDING TIES & PEAK ELEVATION DETAIL J �
SCALE 1 ' = 10 ' J
NOTES:
1 ) DATE OF SURVEY: 6 /13/02, DATE OF UPDATE : 8/19 /02
P s'
2) STE WART TITLE GUARANTEE COMPANY POLICY NO 01029747
DATED 8/13/01 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION.
LOT 12 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
/ AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
OCK AL ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON .
4) BASIS OF ELEVATION: SEWER MH A- 143A INVERT EL= 796019'
5) BASIS OF PROPERTY LINE LOCATION: A LINE CONNECTING FOUND MONUMENTS
LOT 1 MARKING THE NORTH CORNER LOT a AND THE WEST CORNER LOT 1 ,
VAIL VILLAGE WEST FILING NO 2.
i 6) NO DRIVEWAY AT TIME OF SURVEY.
7) POSTED ADDRESS: 1794 S. FRONTAGE ROAD
8) LOTS 2 AND 3 MAY BE SUBJECT TO TERMS AND CONDITIONS OF AN EASEMENT
CONTAINED IN THE INSTRUMENT RECORDED AUGUST 11 , 1965 IN BOOK 190
AT PAGE 405 AS RECEPTION NO. 101914 (NOT PLOTTABLE ) IMPROVEMENT LOCATION CERTIFICATE
LOT 2
VAIL VILLAGE WEST , FILING N0 , 2
A RESUBDIVISION OF LOTS 2 & 3
P.O. BOXG123o 6 & 24, EAGLE - VAIL TOWN OF VAIL , EAGLE COUNTY , COLORADO
EDWARDS. CO. 81632 M. POST b/ 17 ; 02
(970 949- 1406 JOB No . 1831
UPDATED M. POST 8/ 22/02
NOTES:
1 ) DATE OF SURVEY: 6/13/02. DATE OF UPDATE: 7/8/02
IMPROVEMENT LOCATION CERTIFICATE 2) STEWART TITLE GUARANTEE COMPANY POLICY N0, 01029747
DATED 8/13/01 WAS USED FOR ALL TITLE AND EASEMENT INFORMATION .
I hereby certify that this Improvement Location Certificate was prepared 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
for CANWEST L.LC. ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
that it is not a land survey plat or improvement survey plot , and that it is AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
not to be relied upon for the establishment of fence, building or other future ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
improvement lines THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON .
I further certify that the improvements on the above described parcel on 4) BASIS OF ELEVATION: SEWER MH A- 143A INVERT EL= 7960.19'
this date, 718102 . except utility connections, are entirely within the
boundaries of the parcel, except as shown , that there are no encroachments 5) BASIS OF PROPERTY LINE LOCATION: A LINE CONNECTING FOUND MONUMENTS
upon the described premises by improvements on any adjoining premises, MARKING THE NORTH CORNER LOT 4 AND THE WEST CORNER LOT 1 ,
except as indicated, and that there is no apparent evidence or sign of any VAIL VILLAGE WEST FILING NO. 2.
easement crossing or burdening any part of said parcel , except as noted. 6) NO DRIVEWAY AT TIME OF SURVEY.
1
7) NO POSTED ADDRESS.
Michael J. Post _/ 8) LOTS 2 AND 3 MAY BE SUBJECT TO TERMS AND CONDITIONS OF AN EASEMENT
Colorado P. LS. 30176 / �Py / / / CONTAINED IN THE INSTRUMENT RECORDED AUGUST 11 , 1965 IN BOOK 190
AT PAGE 405 AS RECEPTION NO. 101914 (NOT PLOTTABLE )
GAS FACILITIES. INC.
— 6' GAS LINE EASEMENT
lr BOOK 190. PAGE 591
GUY WARE s'
POWER �
20' 40' 60'
EDGE N T LOT 3 POLE / SETBACK LINE To
P�
PAVEMEN \\)
/
/ a
� 07' CONE PIER
SETBACK LINE
/ P52 / 04
>> FOUNDATION ONLY �
0.5' POST , d
/ a (TYP)
/ p VtE L / / ' � / / 30.0' 0.5' \�
/O POWER 10' COW. PIER 27 31
POLE / / / / POWER LANE / , / 7966 .3'
X LOT 2
/ GUY WIRE / / 3.5 CMP , , 0. 5332 AC. 50 STREAM SETBACK / \ LOT 6 /
WITH F'LAREVEND SECTION
• WATER VALVES 100 YEAR FLOOD PLAIN
/ 7960.7'
/ 3 0.5' j
21 CMP
EDGE OF / � 1 . 0 CMP
PAVEMENT /` i i
LOT 7
/ 1 . 0 CMP — _ ,� GC]� '(\ , ' 7967.0'
7958.4'
/ OVERHEAD /
i POWER IINE -
\ CENTER LINE
GORE CREEK
EDGE OF CREEK
2 ,1 OVERHEAD LOT 11 GORE 7966.1 ' v
/ / • �� I�oi / POWER LINE
g
oc WA / � N � I BUILDING TIES & E ❑ UNDATI ❑ N ELEVATI ❑ N DETAIL p�
SCALE : 1 ' = 10' Q 8
0 r
LOT 12
J �
/ OCK At I
/ / N
LOT 13
RECD JUL 10 2002
LOT 2
VAIL VILLAGE WEST FILING No . 2 ,
A RESUBDIVISION OF LOTS 2 & 3
YING* INC . TOWN OF VAIL , EAGLE COUNTY , COLORADO
41199 HIGHWAY 6 & 24, EAGLE - VAIL
P. O. BOX 1230
EDWARD., CO. 81637 M. POST 6/ 17102
( 970)949- 1406 UPDATED M. POST 7 /9/02 JOB No . 1831