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Similar to 3 Parkview Bldg
Similar to 3 Parkview Bldg (8)
3 Parkview Bldg
- 1. 1
1
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
2
1
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
Elevations
1
- 2. 1
2
REAR ELEVATION
SCALE: 1/4" = 1'-0"
2
2
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
Elevations
2
- 3. 11-7/8" TJI's
@ 16" O.C. (TYP.)
GARAGE SLAB:
6 mil VAPOR BARRIER ON
4" AGGREGATE BASE
4" CONCRETE SLAB ON
VENTILATING
OPENING (TYP.)
16" x 8"
11-7/8" TJI's
@ 16" O.C. (TYP.)
24" x 8" CONC. FTG.
6" PONY WALL ON
(TYP.)
24" x 8" CONC.
8" x 24" STEM WALL
FOOTING (TYP.)
OR ICF EQUIVALENT (TYP.)
CRAWL SPACE
18" x 24" (MIN)
ACCESS
SLOPE
1/8" PER FOOT
33'-4"22'-0"
10'-9"10'-10"
64'-4"
11'-41
2"10'-71
2"
29'-6"25'-10"
64'-4"
2'-0"
3'-2"10'-21
2
"
44'-6"
13'-0" 22'-0"9'-6"
44'-6"
A
6
B
6
B
6
A
6
11'-9"
6'-9"10'-9"12'-0"
11-7/8" TJI's
@ 16" O.C. (TYP.)
18'-8" 3'-4"
9'-0"
9'-0"
16'-6"
THROUGH PONY WALL AS REQ'D.
PROVIDE CRAWL SPACE ACCESS
BLOCK OUT FOR 16'-0" x 8'-0"
OVERHEAD GARAGE DOOR
1
3
FOUNDATION & FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
FoundationandFloorFramingPlan
3
NOTES:
WHERE FOUNDATION DIFFERS
FROM STRUCTURAL ENGINEERING,
ENGINEERING TAKES PRECEDENCE.
SEE STRUCTURAL ENGINEERING
FOR HOLDDOWNS.
FOR CONCRETE WALLS WITH OVER
4'-0" OF UNBALANCED BACKFILL.
SEE STRUCTURAL ENGINEERING
SUBFLOOR AREA: ?? Sq. Ft.
- 4. Bath
LINEN
PANTRY
Walk-In
Closet
Garage
COATS
T
TT
Master Bedroom
Kitchen
Den
Great Room
Breakfast Nook
64'-4"
19'-11"22'-0"
8'-2"11'-9"
11'-6"10'-6"
64'-4"
6'-5"25'-9"
2'-8"5'-9"
8'-5"14'-9"
46'-6"
28'-8" 15'-10"
4'-7"3'-6"3'-6"4'-3"4'-8"3'-6"8'-9"3'-6"3'-6"4'-9"
44'-6"2'-0"
5'-0"8'-5"
4'-5"3'-9"4'-8"3'-9"
46'-6"
5'-6"11'-0"5'-6"4'-9"9'-6"3'-6"4'-9"
44'-6"2'-0"
TT ET ET
O
GAS
FIREPLACE
A
6
B
6
B
6
A
6
16'-6"
9'-0"
9'-0"55'-4"
Concrete Patio
A
6
B
6
B
6
11-7/8" TJI's
@ 16" O.C. (TYP.)
1
4
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
FirstFloor&SecondFloorFramingPlan
4FIRST FLOOR AREA: 1,484 Sq. Ft.
GARAGE AREA: 474 Sq. Ft.
TOTAL MAIN FLOOR AREA: 1,958 Sq. Ft.
2
4
SECOND FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
- 6. Master Bedroom
BedroomLoft Bath
KitchenGreat Room
BedroomBedroom Closet
Bath
Master Bedroom
Closet Garage
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
Sections
6
A
6
SECTION A-A
SCALE: 1/4" = 1'-0"
B
6
SECTION B-B
SCALE: 1/4" = 1'-0"
- 7. 2'-0"
VENTING AT EAVES:
VENTING AT RIDGE:
BLOCKING:
7/16" MIN. WOOD
SHEATHING:
2"x6" STUDS
INTERIOR COVERING:
EXTERIOR FINISH:
INSULATION:
STRUCTURAL PANELS
ROOF FRAMING:
AT 16" O.C.
UNDERLAYMENT:
SUBFLOOR:
3/4" MIN. PLYWOOD
1/2" G.W.B.
FRAMING:
11 7/8" I-JOISTS @ 16" O.C.
INSULATION:
SEE DETAIL 1101 / 6
EXTERIOR FINISH:
(SEE ELEVATIONS)
SHEATHING:
FRAMING:
HOUSE WRAP / DRAINAGE:
SEE DETAIL 1101 / 6
OR APPROVED ALTERNATE
INSULATION:
INTERIOR COVERING:
GREEN GUARD RAINDROP 3D
28-DAY CONCRETE STRENGTH TO BE:
8"
2'-0"
3"
MIN.
CLR.
403
GROUNDING ELECTRODE:
DEPTH:
ASSUMED SOIL BEARING CAPACITY:
FOUNDATION NOTES:
VAPOR BARRIER:
N.T.S.
SITE :
CONTINUOUS FOOTING AT BUILDING EXTERIOR
7
STRUCTURAL ENGINEERING:
WHERE STEM WALL <4'-8" TALL
6"
(MIN.)
1'-0" (MIN.)
2"
(MIN.)
405
N.T.S.7
FOUNDATION DRAINAGE
DISCHARGING:
DRAINAGE NOTES:
FOUNDATION PERIMETER:
CRAWL SPACE LOW POINT:
ROOF DRAINS:
LOCATION:
FINISHED GRADE:
CLR.
8"
2'-0"MIN.
4'-8"MAX.
21
2"
GROUNDING ELECTRODE:
HEIGHT:
CONTINUOUS CONCRETE STEM WALL
FINISHED GRADE AT EXTERIOR :
FOUNDATION NOTES:
404
7 N.T.S.
STRUCTURAL ENGINEERING:
CRAWL SPACE:
VAPOR BARRIER:
WHERE STEM WALL <4'-8" TALL
R-21
ENERGY EFFICIENCY REQUIREMENTS
SCALE: NONE
ADDITIONAL MEASURES:
1101
7
R-30
R-38
R-21
INSULATION:
CEILINGS:
EXTERIOR WALLS:
FLOOR:
FORCED AIR DUCT:
SLAB FLOOR EDGE:
BELOW GRADE WOOD, CONCRETE, OR MASONRY WALLS:
WINDOWS:
SKYLIGHTS:
EXTERIOR DOOR:
BUILDING ENVELOPE:
INTERIOR LOAD-BEARING WALL:
INTERIOR PLUMBING WALL:
(NON-BEARING)
INTERIOR PARTITION WALL:
8"
2'-0"
FOOTING:
PONY WALL:
BOARD UNDER
CONTINUOUS HANDRAIL
1 1/2"x12" MICROLAM STRINGERS
(TYP.)
HANDRAIL
NOSING
3'-0" MIN.
LANDING
MAINTAIN6'-8"(MIN.)
CLEARHEADROOM
30"(MIN.)
4"(MIN.)
RISE
1/2"' GYPSUM WALL
38"(MAX.)
8"(MAX.)
9" (MIN.)
RUN
RADIUS /
BEVEL
9/16" (MAX.)
STAIRS 1 1/4 (MAX.)
1/2" (MAX.)
3/4" (MIN.)
FULL LENGTH OF FLIGHT
5
1
2
"(MIN.)
41
2"(MAX.)
ABOVEHANDRAIL
PROJECTION
AT/BELOWHANDRAIL
HANDRAIL
CONTINUOUS HANDRAIL
2" (MAX.)
OPTIONAL SECOND
HANDRAIL
4" (MIN.), 6 1/4" (MAX.)
3'-0"(MIN.)CLEAR
11
2"(MIN.)
FULL LENGTH OF FLIGHT
TOWALL
INTOSTAIR
HANDRAIL
HANDRAIL
311
2"(MIN.)CLEAR
27"(MIN.)CLEAR
HANDRAIL
CROSS SECTION
HANDRAIL PERIMETER
1 1/4" (MIN.), 2" (MAX.)
HANDRAIL DIAMETER
<4"
< 4"
3'-0"(MIN.)
WALKING SURFACE
DRAFTING:
Corvallis CAD Services
P.O. Box 2257
Corvallis, Oregon 97339
Phone: (541) 754-2714
email: ccs@proaxis.com
BUILDER:
email:
Fax:Phone:
PROJECT:
PROJECT LOCATION:
DRAWING STATUS:
SHEET:
PROJECT #:
WallSectionsandDetails
71
7
TYPICAL EXTERIOR WALL
SCALE: 1" = 1'-0"
TYPICAL EXTERIOR WALL 3
7 SCALE: 1" = 1'-0"
TYPICAL INTERIOR WALL
O
T
E
DOORS & WINDOWS
SINGLE HUNG
DOUBLE HUNG
FIXED
HORIZONTAL SLIDER
OVERHEAD
SH
DH
FXD
HS
O/H
EGRESS WINDOW
OBSCURE WINDOW
TEMPERED WINDOW
ABBREVIATIONS:
PLAN SYMBOLS:
20"
24"
NET CLEAR WIDTH OF OPENING (MIN.):
NET CLEAR HEIGHT OF OPENING (MIN.):
NET CLEAR AREA OF OPENING (MIN.):
SILL WITHIN 44" OF EXT. GRADE:
SILL NOT WITHIN 44" OF EXT. GRADE:
5.0 SF
5.7 SF
44"SILL HEIGHT ABOVE FLOOR (MAX.):
EGRESS WINDOW REQUIREMENTS:
DWELLING / RESIDENCE SEPARATION:
INSTALL 1 3/8" (MIN.) THICK SOLID WOOD, 1 3/8"
(MIN.) THICK SOLID OR HONEYCOMB CORE STEEL
DOOR, OR 20 MINUTE (MIN.) FIRE-RATED DOOR AT
ALL OPENINGS BETWEEN GARAGES AND DWELLING
UNITS. (NOT REQUIRED WHERE AN APPROVED
AUTOMATIC FIRE SPRINKLER SYSTEM IS INSTALLED
IN BOTH THE DWELLING UNIT AND GARAGE).
ALARMS
SMOKE ALARM
CARBON MONOXIDE
SA
CO
SMOKE ALARM
COMB. SMOKE & CARBON MONOXIDE ALARM
ABBREVIATIONS:
PLAN SYMBOLS:
SMOKE ALARMS
CARBON MONOXIDE ALARMS
CARBON MONOXIDE ALARMS TO BE INSTALLED IN
EACH BEDROOM OR WITHIN 15 FEET OF EACH
BEDROOM DOOR.
SMOKE ALARMS TO BE INSTALLED IN EACH
SLEEPING ROOM, AND OUTSIDE EACH SEPARATE
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS.
SMOKE ALARMS TO BE INTERCONNECTED SUCH
THAT THE ACTUATION OF ONE ALARM WITHIN A
DWELLING UNIT WILL ACTIVATE ALL OF THE
ALARMS WITHIN THAT DWELLING UNIT.
SINGLE OR DOUBLE HUNGVS
T TEMPERED WINDOW IF R308.4 APPLIES*
2
7 SCALE: 1" = 1'-0"
TYPICAL PONY WALL
SCALE: 1/4" = 1'-0"
TYPICAL STAIR SECTION
7
311.7
SCALE: 1/2" = 1'-0"
TYPICAL HANDRAIL PLAN
7
311.7.7
SCALE: 1/2" = 1'-0"
TYPICAL GUARDRAIL ELEVATION
7
312