HomeMy WebLinkAboutPLANS 125 Saddleback Ln 2006__ of __
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Steve Lane, AIA
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A R C H I T E C T U R E P. C.
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BASIS
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9/21/2006
A1.0
Site Plan1Site Plan
1" = 20'-0"
50' BUILDING SETBACK (TYP.)
30' RIGHT-OF-WAY DEDICATED PER REC. #86055588 09/26/
31
'
-
2
"
19
'
-
1
"
FOUND REBAR
EXISTING
WATER
VALVE
FOUND BRASS
CAPPED PIPE
ELEV=97.82
NEW PROPERTY LINE
50' SETBACK
EXISTING
SANITARY
MANHOLE
PROTECT & SAVE
TREES IF POSSIBLE
PROPOSED DECK
EXISTING SLAB
NEW GAS SERVICE
COORDINATE
EXACT LOCATION
W/ EXCEL ENERGY
RELOCATE
EXISTING
SEWER
CLEANOUT
INSTALL BOULDERS
OR OTHER BARRIER
TO PREVENT ACCESS
EXISTING DRIVE TO BE
ABANDONED; RE-SEED
GAS METER
REQUESTED
SETBACK: 30'-0"
9
0
90
100
100
100
95
95
95
105
S 89°29,19" E 246.02'
S 00°30'41" W 420.00'
S 89°29,19" E 253.26'
R
O
C
K
ROCK
PROPOSED
ADDITION
EXISTING
HOUSE
EXISTING
GARAGE
S 01°30'00" W 420.06'
ROCK ROCK
ROCK
S
S
S
S
WATER LINE FROM EXISTING WATER MAIN
UNDERGROUND ELECTRICAL AND
TELEPHONE FROM UTILITY POLE
EXISTING DRIVE
WAY
FISH CREEK WAY
SA
D
D
L
E
B
A
C
K
L
A
N
E
ARCH EL.: 100'-0" = CIVIL EL.: 94'-6"
G
G
G
ENSURE DRAINAGE
AROUND HOUSE
EL: 100' - 0'
EL: 100' - 0'
EL: 99' - 0'
EL: 99' - 0'
EL: 99' - 0'
EL: 98' - 6'
EL: 96' - 0'
T.O. DECK
T.O. FLOOR
T.O. FLOOR
T.O. FLOOR
T.O. DECK
T.O. DECK
T.O. DECK
N
SHEET INDEX
A1.0 SITE PLAN
A2.0 MAIN FLOOR PLAN
A2.1 SECOND FLOOR PLAN & SCHEDULES
A3.0 SOUTH & WEST ELEVATIONS
A3.1 NORTH ELEVATION
A4.0 SECTIONS
S2.0 FOUNDATION PLAN & DETAILS
S2.1 FRAMING PLANS
BUILDING & ZONING DATA
PROJECT
Sherrod Addition
Kathy & Robert Sherrod, Owners
LEGAL DESCRIPTION
Lot 1, together with 1/20th interest in out lot A,
125 Saddleback Lane, Carriage Hills Subdivision, 8th
filing, less west 30 feet per reception # 8605558
Estes Park, Colorado
Parcel #: 3412205001
ZONING
RE Rural Estate
Setbacks: front, side, rear = 50'
Area: 2.12 acres
APPLICABLE CODES
(as amended by Larimer County)
2003 I.R.C.
2005 N.E.C.
Estes Valley Development Code - 1999
18
SITE BACKGROUND BY CORNERSTONE ENGINEERING & SUREVYING
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Steve Lane, AIA
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Issue:
Date:
A R C H I T E C T U R E P. C.
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Architecture, P.C.
BASIS
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9/21/2006
A2.0
Main Floor Plan
N
REF
1 Main Floor Plan
1/4" = 1'-0"
O
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101
J
10
5
B
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C
A
I
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F 10
0
K
A
C
D
103
10
2
104
E
Q
P
F
F
3/A4.03/A4.0
1/
A
4
.
0
1/
A
4
.
0
2/
A
4
.
0
2/
A
4
.
0
3'-7"3'-7"
4'
-
6
"
4'-0"
2'
-
6
"
4
'
-
1
0
1
/
2
"
2'-5"
NEW COOKTOP;
PROVIDE NEW GAS LINE
SKYLIGHT
ABOVE
EXTEND DECK TO
ROCK OUTCROPPING
RECEIVER TO
CONNECT TO
SPEAKERS IN
MASTER BEDROOM,
MASTER BATH,
SUN ROOM,
& DECK
NEW GRANITE
COUNTERTOP;
NEW FAUCET;
NEW LIGHT
FIXTURE ABOVE
STEPS TO GRADE
BUILT-IN
SAFE
MARBLE
CNTRTP
& TUB DECK 18" REF.
GRANITE CNTRTOP
AT COFFEE BAR
FLIP DOOR SWING
INTO STORAGE
PROVIDE STAIRS TO GROUND
MAX RISER HEIGHT = 7 3/4",
MIN TREAD DEPTH = 10"
4" WIDE GRILL
TO CRAWL SPACE
NEW STORM DOOR
NEW REFRIGERATOR
REMOVE DOOR &
PATCH OPENING
LINEN
STORAGE UNDER
WINDOW
RUN GAS LINE TO
EXISTING
WOOD STOVE
NEW OVEN
NEW MICROWAVE
ABOVE RANGE
24" GRAB BAR
@ 4'-0" A.F.F.
REMOVE
EXISTING
WATER
HEATER
GAS FIREPLACE
WITH BLOWER
STAIN NEW AND
EXISTING
CONCRETE
ADD WALK FROM
EXISTING SLAB IN FRONT
OF GARAGE TO HOUSE
EXISTING SLAB
UPPER
CABINETS
FLAGSTONE
ALTERNATE
BUILT-INS;
RE: INTERIOR DESIGN
DRAWINGS
LAUNDRY
SINK
NEW GRANITE
COUNTERTOP
CURB
NEW BACKSPLASH
NEW ICE MAKER
NEW SINK
& FAUCET
REPLACE COUNTERTOP
W/ GRANITE TO MATCH KITCHEN;
NEW COUNTERTOP,
BACKSPLASH, SINK,
& FAUCET
PROVIDE STAIRS TO GROUND
MAX RISER HEIGHT = 7 3/4",
MIN TREAD DEPTH = 10"
DOWNSPOUT THROUGH DECK, TYP
EXTEND GAS LINE
TO FIREPLACE
CUT OUT STEP
FOR FURNITURE
ADD GAS
TANKLESS WATER
HEATERS FOR
ENTIRE HOUSE
NEW UNDER COUNTER
WINE REFRIGERATOR
LINE OF SECOND
FLOOR ABOVE
SHELF ABOVE COFFEE
BAR; ADD POWER FOR
MICROWAVE ABOVE SHELF;
COORDINATE ANCHORS TO
AVOID POCKET DOOR
PROVIDE ELECTRIC
HEAT IN THE
MASTER BATH
HAND HELD
SHOWER HEAD
& FIXED HEAD
WITH DIVERTER
PROVIDE CABLE, TV,
& PHONE IN WALL;
RE: ELECTRICAL PLAN
BY INTERIOR DESIGNER
ADDITIONAL BUILT-INS;
RE: INTERIORS
RE: NORTH/SOUTH
SECTION
NEW WINDOW
IN NEW OPENING
LINEN
CABINETS
MOVE EXISTING REF.
FROM KITCHEN TO
THIS LOCATION
REMOVE STORM DOOR;
REFINISH EXTERIOR OF DOOR;
OWNER OPTION: PROVIDE
DEADBOLT
REMOVE STORM DOOR;
REPLACE EXISTING DOOR
PROVIDE OAK VALENCE TO MATCH CABINETS
TO HIDE NEW UNDER COUNTER LIGHTS;
RE: ELECTRICAL PLAN BY INTERIORS
PROVIDE ELECTRICITY
ABOVE FIREPLACE FOR
FLAT SCREEN T.V.;
RE: ELECTRICAL PLAN
BY INTERIORS
UP
DININGSTUDY
SUN ROOM
PANTRY
ENTRY
COAT RM.
STORAGE
DNDN
DECK
EXISTINGADDITION
LIVING
CARPET
KITCHEN
DN
GARAGECLOSET
TILE
WASHER
DN
OPEN TO CRAWL SPACE BELOW
SUN ROOM
DN
EXISTING
BATH
ADDITION
DN
DN
DN
DN
PA
N
T
R
Y
SH
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V
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S
TILE
DRYER
LAUNDRY
NEW CABINET HARDWARE IN
KITCHEN & THROUGHOUT
5R
@
6
"
&
4T
@
1
0
1
/
2
"
CARPET
TILE
EXISTING
CARPET
INSTALL NEW PHONE JACK;
RE: ELECTRICAL PLANS BY INTERIORS
STACKED BUILT-
IN TILE "BOXES"
IN WALL
3'-10" 3'-4"
16
'
-
0
"
16'-0"
9'
-
9
"
16'-0"
8'
-
0
"
6'
-
0
"
42
'
-
6
"
4'
-
0
"
33
'
-
6
"
4'
-
1
0
"
23'-9"
17
'
-
3
"
7'-3"
2'-6" 2'-8 1/2"
1'
-
4
1
/
2
"
46'-0"
7'-4" 10'-0" 6'-0"
4'-4" 3'-0" 5'-0" 5'-0" 3'-0" 3'-0"
5
1
/
2
"
3
'
-
0
1
/
2
"
5
1
/
2
"
5
'
-
6
"
1
7
'
-
6
1
/
2
"
3
1
/
2
"
6
'
-
1
1
"
5
1
/
2
"
6
'
-
0
"
5
1
/
2
"
11
"
5
1
/
2
"
3'
-
5
"
4
'
-
1
1
1
/
2
"
3'
-
7
"
5 1/2" 3'-6" 3 1/2" 6'-0" 5 1/2" 5'-2 1/2" 3 1/2" 3 1/2" 6'-10" 4'-4 3/4" 4'-1 1/4" 3 1/2"
7'-3"
DOUBLE WALL
ADD ELECTRICAL
OUTLETS IN FLOOR
HANDRAIL PER SECTION
R311.5.6 OF THE IRC 2003,
TYP OF 3
82
EXISTING HOUSE: 2185 SQ.FT.
EXISTING GARAGE: 470 SQ.FT.
ADDITION: 945 SQ. FT.
DECK: 980 SQ.FT.
__ of __
Sheet No:
fax: 970.586.9149
c
vox: 970.586.9140
Steve Lane, AIA
P.
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Sheet Title:Sheet Title:
Issue:
Date:
A R C H I T E C T U R E P. C.
BA
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S
Architecture, P.C.
BASIS
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9/21/2006
A2.1
Second Floor Plan
N
REF
PROJECT GENERAL NOTES
GENERAL
1. All construction shall conform to the International Residential Code, 2003 edition as
amended by Larimer County, and all other applicable codes.
2. Construction debris shall be legally removed on a continuing basis. The site shall be
maintained in a "neat" appearance.
3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log
and column dimensions are to centerline. Vertical dimensions are to concrete slab,
wood subfloor or top of wall or beam.
4. Provide fire-blocking per I.R.C. Section R602.8. Provide fire-blocking in concealed
spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around
vents, ducts, etc., and at all interconnections between concealed horizontal and vertical
spaces.
5. Design Loads:
Floors: 40 psf
Roof: 55 psf
Wind: 110 mph 3 second gust
6. Typical exterior wall: Cedar siding on housewrap on 7/16-inch sheathing on 2X6
stud wall (16"o.c.). Provide R-19 batt or blown-in insulation in stud cavity. 1/2-inch
gypsum wallboard on vapor barrier at interior, unless otherwise noted.
7. Typical roof: 50yr asphalt shingle, Malarkey on 30# building felt on nominal
5/8-inch roof sheathing on 1 1/2" foil faced rigid insulation on roof framing. Provide
R-30 batt in roof joist cavity. Install 5/8-inch gypsum wallboard on polyethylene vapor
barrier, interior side. Provide ice+water shield at eaves to 6-feet beyond exterior wall
line and all valleys, 30-inches either side of valley centerline.
INTERIOR FINISH
8. Provide blocking in wall for mounting all cabinets, towel bars, closet rods, etc.
9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide
metal edge trim where gypsum wallboard meets a different material.
10. Provide exterior grade 'CDX' sheathing under floors in wet locations. Provide
cementitious board (Durock or equal) behind all tiled surfaces. Provide water-resistant
gypsum wallboard at all other wet locations.
MECHANICAL AND PLUMBING
11. All heating equipment, piping and installation to comply with the International
Residential Code, 2003 edition, and all other applicable codes.
12. All plumbing materials and equipment to comply with the International Residential
Code, 2003 edition, and all other applicable codes.
13. Mechanical & plumbing contractor to provide design and installation of heating
system, and service and connections for all appliances and fixtures.
14. Coordinate installation of equipment with Electrical contractor.
15. Mechanical system: natural convective air and hot water basebaord backup in new
addition.
ELECTRICAL
16. Electrical materials and installation to comply with the National Electric Code, 2005
edition, and all other applicable codes.
17. Provide installation and connections for all appliances, fixtures and equipment
requiring electrical service.
18. Power, lighting and smoke alarm location to comply with code requirements.
19. Coordinate requirements of mechanical equipment with mechanical & plumbing
contractor.
1 Second Floor Plan
1/4" = 1'-0"
200
KK
K
K
202
203
201
NN NNNN
3/A4.03/A4.0
1/
A
4
.
0
1/
A
4
.
0
2/
A
4
.
0
23'-4"
3'
-
5
"
3
1
/
2
"
4'
-
8
"
3
1
/
2
"
4
'
-
8
1
/
2
"
2'-1"
7'-3" 9'-10 1/2" 6'-2 1/2"
9'
-
2
3
/
4
"
7
'
-
0
"
4
'
-
4
1
/
2
"
STORAGE UNDER
WINDOWS
SEWING AREA
EXERCISE EQUIPMENT
RAILING
OPENING FOR
CLERESTORY
WINDOWS ABOVE
REPLACE WINDOW
W/ DOOR
BUNK BEDS
NEW STORM DOOR
TANKLESS WATER
HEATERS BELOW
OFFSET PVC FLUES
AND RUN TO ROOF
CLOSET
SHELVES
ELECTRICAL
OUTLETS IN FLOOR;
RE: ELECTRICAL PLAN
BY INTERIORS
BEDROOM 1
GALLERY
OPEN TO BELOW
BATH 1BATH 2
EXISTINGADDITION
EXISTINGADDITION
BEDROOM 2
R
WINDOW SCHEDULE
ID UNIT SIZE TYPE WINDOW HEIGHT LOCATION NOTES
Main Floor
A 2'-11" X 4'-9" FIXED 6'-10" (MATCH EXISTING) SUNROOM MODEL # 11-2850, 5
W/ 2'-11" X 2'-3" AWNING BELOW MODEL # 11-2820
B (3) 2'-11" X 4'-9" FIXED 6'-10" (MATCH EXISTING) SUNROOM MODEL # 11-2850, 5
W/ (3) 2'-11" X 2'-3" AWNING BELOW MODEL # 11-2820
C (2) 2'-11" X 4'-9" FIXED 6'-10" (MATCH EXISTING) SUNROOM MODEL # 11-2850, 5
W/ (2) 2'-11" X 2'-3" AWNING BELOW MODEL # 11-2820
D (2) 2'-11" X 2'-11" FIXED 10'-6" (MATCH EXISTING) SUNROOM MODEL # 11-2828, 5
E 6'-6" X 6'-6" (V.I.F.) FIXED SKYLIGHT IN SUNROOM MODEL # 11-2820
F 2'-11" X 2'-11" FIXED 11'-7" SUNROOM MODEL # 11-2828
G 2'-11" X 2'-11" FIXED 13'-0" MASTER BEDROOM MODEL # 11-2828
H NOT USED
I 1'-11" X 2'-7" CASEMENT (OBSCURE GLASS) 7'-6" SHOWER MODEL # 1624
J (2) 2'-6" X 3'-7" CASEMENT 7'-6" LAUNDRY MODEL # 21-2436
K (2) 2'-6" X 5'-5" CASEMENT 7'-3" (7'-6" MASTER BATH) LOFT/MASTER BATH MODEL # 21-2458
L NOT USED
M (2) 2'-8" X 4'-0" FIXED 6'-8" SUNROOM/MASTER BEDROOM MODEL # 11-2850, 5
W/ (2) 2'-8" X 2'-0" AWNING BELOW MODEL # 11-2820
N 4'-0" x 1'-6" (V.I.F.) AWNING OPERABLE BY SWITCH V.I.F. MASTER BEDROOM
O (2) 2'-11" X 3'-7" FIXED 10'-6" (MATCH EXISTING) SUNROOM/MASTER BEDROOM MODEL # 11-2836
P 6'-0" X 3'-4" (V.I.F.) FIXED 10'-6" (MATCH EXISTING) SUNROOM/MASTER BEDROOM CUSTOM
Q 5'-0" X 3'-0" (V.I.F.) FIXED TRIANGLE V.I.F. SUNROOM/MASTER BEDROOM CUSTOM
R 2'-11" X 2'-11" FIXED 7'-3" LOFT MODEL # 11-2828
1. WINDOW SIZES ARE BASED ON BRICK MOLD UNIT SIZES - VERIFY R.O. SIZES IN FIELD.
2. PROVIDE CLEAR, HIGH STRENGTH, INSULATED LOW-E GLAZING - TEMPERED WHERE REQ'D BY CODE.
3. BASED ON CURRENT WEATHERSHIELD SIZES, ORIGINAL WINDOWS ARE WEATHERSHIELD
4. WINDOW K-EEW: EMERGENCY EGRESS WINDOW IN LOFT
5. WINDOWS FACTORY MULLED
6. FULL WOOD WINDOWS; OWNER OPTION: CLAD WOOD WINDOWS
HARDWARE SCHEDULE
ID QUANTITY ITEM
HW - 1 - ENTRANCE
1.5 pr BUTT HINGES
1 ENTRANCE LOCKSET
1 SINGLE CYLINDER DEADBOLT
1 WEATHERSTRIP
1 INTEGRAL DOOR SWEEP
1 CONTINUOUS METAL SILL
1 WALL BUMPER
HW - 2 - PASSAGE
1.5 pr BUTT HINGES
1 PASSAGE SET
1 WALL BUMPER
HW - 3 - LOCKOUT
1.5 pr BUTT HINGES
1 CLASSROOM LOCKSET
1 WALL BUMPER
HW - 4 - DOUBLE
3 pr BUTT HINGES
1 PASSAGE SET - OWNER OPTION:
ADD DEADBOLT
1 DUMMY TRIM (INACTIVE LEAF)
1 pr FLUSH BOLTS (INACTIVE LEAF)
2 FLOOR STOPS
HW - 5 - DOUBLE
3 pr BUTT HINGES
2 SPRING ROLLER CATCHES
2DUMMY TRIM
HW - 6 - POCKET
1 ea / door HEAVY DUTY "JUMP PROOF"
POCKET DOOR TRACK
1 ea / door FLUSH PULL
DOOR AND FRAME SCHEDULE
DOOR FRAME FRAME
ID SIZE MATERIAL SIZE MAT'L HARDWARE LOCATION NOTES
Main Floor
100 3'-0" x 6'-8" S.C. WD. 6 9/16" WD. HW - 1 SUNROOM/DECK PANEL/LITE TO BE SELECTED BY OWNER
OWNER OPTION: CLAD WOOD PATIO DOOR
101 pr. 3'-0" x 6'-8" S.C. WD. 6 9/16" WD. HW - 4 SUNROOM/MASTER BED FULL LITE;
102 pr. 2'-0" x 6'-8" S.C. WD. 4 9/16" WD. HW - 6 MASTER CLOSET POCKET
103 2'-8" x 6'-8" S.C. WD. 4 9/16" WD. HW - 2 COFFEE BAR & TOILET
104 2'-8" x 6'-8" S.C. WD. 6 9/16" WD. HW - 6 MASTER BATH POCKET
105 2'-8" x 6'-8" (V.I.F.) S.C. WD. 4 9/16" WD. HW - 3 MASTER BEDROOM
Second Floor
200 3'-0" x 6'-8" (V.I.F.) S.C. WD. 4 9/16" WD. HW - 3 EXERCISE AREA/GALLERY
201 2'-8" x 6'-8" S.C. WD. 4 9/16" WD. HW - 2 CLOSET
202 pr. 2'-0" x 6'-8" S.C. WD. 4 9/16" WD. HW - 5 SHELVES
203 pr. 2'-0" x 6'-8" S.C. WD. 4 9/16" WD. HW - 5 SHELVES
ADDITION: 478 SQ. FT.
83
__ of __
Sheet No:
fax: 970.586.9149
c
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Steve Lane, AIA
P.
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Sheet Title:Sheet Title:
Issue:
Date:
A R C H I T E C T U R E P. C.
BA
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Architecture, P.C.
BASIS
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A3.0
Elevations
2 West Elevation
1/4" = 1'-0"
12
4
12
6
Main Floor
EL: 100' - 0"
Upper Floor
EL: 109' - 1 3/4"
Sun Room Level
EL: 99' - 1/8"
GARAGE
BEYOND
MATCH EXISTING 6"
VERTICAL T & G SIDING
PROVIDE P.T.
CAST-IN-PLACE 2X
NAILERS FOR SIDING
ATTACHMENT @ 24" O.C.
NEW DECK
AND RAILING;
RE: DETAILS
CRICKET
FLAHISNG
EXISTING CHIMNEY BEYOND
ACRYLIC SKYLIGHT
MATCH EXISTING TRIM
METAL DRIP EDGE
PANEL/LITE TO BE
SELECTED BY OWNER
LINE OF FOUNDATION BEYOND EXPOSED CONCRETE
BETWEEN SIDING
& GROUND
1 South Elevation
1/4" = 1'-0"
12
12
Main Floor
EL: 100' - 0"
Upper Floor
EL: 109' - 1 3/4"
Sun Room Level
EL: 99' - 1/8"
T.O. Deck
EL: 98' - 6 1/8"
MATCH EXISTING 6"
VERTICAL T & G SIDING
NEW GUTTER SECTION &
DOWNSPOUTS TO MATCH EXISTING
ENTRY BEYOND ROCK
OUTCROPPING
50 YR. 'MALARKEY'
ASPHALT SHINGLES;
MATCH EXISTING COLOR
TRIM UNDER WINDOW
TO MATCH EXISTING
MATCH EXISTINGH
FASCIA & RAKE
ACRYLIC SKYLIGHT
REPLACE EXISTING
WINDOWS W/ NEW REMOTE
OPERATING, RE: SCHEDULE
REPLACE EXISTING
WINDOWS W/ NEW REMOTE
OPERATING, RE: SCHEDULE
WOOD SIDING ON CRIPPLE
WALL BELOW DECK
EXISTINGADDITION
EXPOSED CMU FOUNDATION
TRIANGLE WINDOW IN GABLE
T.O. Deck
EL: 96' - 1/8"
EXTEND DECK TO ROCK OUTCROPPING
NEW WINDOW
OPERABLE
BY SWITCH
NEW DECK AND RAILING;
RE: DETAILS
EXTEND DECK TO ROCK OUTCROPPING
FLASHING
LINE OF FOUNDATION BEYOND
MIN.16" X 24" CRAWL SPACE ACCESS
EXPOSED CONCRETE
BETWEEN SIDING
& GROUND
84
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Date:
A R C H I T E C T U R E P. C.
BA
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Architecture, P.C.
BASIS
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A3.1
Elevations
1 North Elevation
1/4" = 1'-0"
Main Floor
EL: 100' - 0"
Upper Floor
EL: 109' - 1 3/4"
Sun Room Level
EL: 99' - 1/8"
NEW CHIMNEY
BEYOND
NEW DECK
AND RAILING
BEYOND
NEW WINDOW
IN NEW OPENING
MATCH EXISTING FASCIA
FLUE CAPS FOR
NEW TANKLESS
WATER HEATER(S)
ADDITIONEXISTING
LINE OF FOUNDATION BEYOND
PROVIDE P.T.
CAST-IN-PLACE 2X
NAILERS FOR SIDING
ATTACHMENT @ 24" O.C.
MATCH EXISTING 6"
VERTICAL T & G SIDING
NEW GUTTER SECTION &
DOWNSPOUT TO MATCH EXISTING
85
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Sheet Title:Sheet Title:
Issue:
Date:
A R C H I T E C T U R E P. C.
BA
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Architecture, P.C.
BASIS
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A4.0
Sections
1 North Window Section
1/4" = 1'-0"
Main Floor
EL: 100' - 0"
Second Floor
EL: 109' - 1 3/4"
8'
-
1
1
/
8
"
2'
-
0
"
PLYWOOD SOFFIT
WOOD TRIM
ROOF JOISTS
1 1/2" FOIL BACKED
RIGID INSULATION
HINGE TOP FOR
STORAGE UNDER WINDOW
CONTINUE PLYWOOD FLOOR
AT UNDER-WINDOW STORAGE
HINGE TOP FOR
STORAGE UNDER WINDOW
BATHTUB
TILE FINISH
LINE OF VERTICAL
SHAFT WALL BEYOND
MATCH EXISTING
ROOF ASSEMBLY
ADJUST I-JOIST BEARING
TO MATCH EXISTING
2X12 FRAMING
RE: INTERIOR DESIGN DRAWINGS
FOR WINDOW VALANCE DETAILS
2 North/South Section
1/4" = 1'-0"
12
4
Main Floor
EL: 100' - 0"
Second Floor
EL: 109' - 1 3/4"
12
6
Sun Room Level
EL: 99' - 1/8"T. O. Deck
EL: 98' - 6 1/8"
T.O. Deck
EL: 96' - 1/8"
10"
6"
6"
18
"
M
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8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
9'
-
1
0
1
/
2
"
V
.
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F
.
LVL BEAM IN WALL
ABOVE WINDOWS
PLYWOOD SOFFIT
R-30 FACED
INSULATION
IN FLOOR
LINE OF FOOTER BEYOND
STOP INSULATION
AT SIDE OF 4" WIDE
CONTINUOUS GRILL;
RE: PLAN
FIRE PLACE
PROVIDE LONGER LEADWIRE
AND DOWNROD FOR HIGH
CEILING INSTALLATION WOOD TRIM
RAILING BEYOND;
RE: DETAIL
1 1/2" FOIL BACKED
RIGID INSULATION
1/2" GYP TYP AT
INTERNAL WALLS
ENSURE AIR CAVITY
IN ROOF JOISTS
5/8"" TYPE 'X' GYP
AT 'SHAFT' INTERIOR
BLOCKING AT
CANTILEVER
BEARING
R-30 FACED INSULATION
IN ROOF CAVITY, SECURE TO
UNDERSIDE OF ROOF DECK
COFFEE BAR TOILET
ASSUMED CONDITION
BASED ON ORGINAL PLANS;
G.C. TO VERIFY IN FIELD
PAINT EXPOSED
FRAMING MEMBERS
BEHIND VENTS
BLACK, TYP
WOOD HANDRAIL
TO MATCH EXISTING;
EXCEPT SPACE BETWEEN
BALUSTERS<4"
MATCH ORIGINAL DETAIL
& FLOOR ELEVATIONS
ROOF JOISTS
ADJUST I-JOIST BEARING
TO MATCH EXISTING
2X12 FRAMING
3 East/West Section
1/4" = 1'-0"
Main Floor
EL: 100' - 0"
Second Floor
EL: 109' - 1 3/4"
COLUMN & BEAM BEYOND
WALL FOR PLUMBING
WALL FOR POCKET DOOR
BATHTUB
SHELF/STORAGE;
RE: NORTH WINDOW SECTION
SHELF
DRIP EDGE FLASHING
& WOOD TRIM
WALL FOR
SHOWER
CLOSET
CLOSETSEWING AREA TV AREA
86
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Issue:
Date:
A R C H I T E C T U R E P. C.
BA
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Architecture, P.C.
BASIS
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S2.0
Foundation
1 Foundation Plan
1/4" = 1'-0"
(T.O. FOOTING =92'- 6" )
[T.O. WALL = 95'-6" ]
[T
.
O
.
W
A
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L
=
9
6
'
-
6
"
]
(T
.
O
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F
O
O
T
I
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=
9
3
'
-
6
"
)
[T.O. WALL = 98'-9 7/8" ]
(T.O. FOOTING =94'- 6" )
3/A4.03/A4.0
1/
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.
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2/
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2/
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23'-4"
7'-4" 10'-0" 6'-0"
39
'
-
0
"
3'
-
6
"
6'-11"
6'
-
3
"
7'
-
9
"
7
'
-
9
"
9'
-
9
"
3
'
-
9
"
2'
-
2
"
3
'
-
1
0
"
2
'
-
0
"
3
'
-
9
"
7'-9" 2'-5" 5'-4" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9" 7'-9"
9'
-
9
"
7
'
-
6
"
1'
-
4
"
4'
-
8
3
/
4
"
1
8
'
-
0
"
1
4
'
-
3
1
/
4
"
8'-3 1/4" 12'-5 1/4" 1'-7 1/2"
2'-0"
2'-0"
EXISTING FOUNDATION
EAST SIDE OF ADDITION
3" DIAMETER SCH 40
STEEL PIPE, TYP
30" X 30" X 10" CONC
PAD FOOTING W/
3 - #4'S EA. WAY, TYP
6x6 POST ON 3'-0" x14"
DIAMETER SONOTUBE,
PROVIDE 4 - #4 VERTICAL,
SIMPSON ABE66 POST BASE, TYP
BEAM POCKET IN WALL
EXISTING GRADE: 94'-9"
FINISH GRADE: 94'-9"
STEP FOOTINGCONCRETE FOOTER
UNDER STAIR
STRINGERS
STEP FOOTING
EXISTING GRADE: 95'-0"
FINISH GRADE: 95'-0"
EXISTING GRADE: 97'-3"
FINISH GRADE: 97'-3"
EXISTING GRADE: 95'-0"
FINISH GRADE: 95'-0"
ADJUST PLACEMENT OF
SONOTUBES TO BE AS
CLOSE TO ROCK
OUTCROPPING AS POSSIBLE
EXISTING GRADE: 97'-0"
FINISH GRADE: 97'-0"
DOWELL NEW WALL TO
EXISTING W/ 2' #4 BARS @
12" O.C. VERTICALLY,
12" EMBEDDED
SAW CONCRETE TO
ALLOW FOR FRAMING;
RE: 1/S2.1
[ T.O. WALL = XX' - X" ]
( T.O. FOOTING = XX' - X" )
FOOTING AND WALL STEPS
SUBJECT TO CHANGE
ACCORDING TO FIELD CONDITIONS
VERIFY w/ GENERAL CONTRACTOR
2
3/4" = 1' - 0"
DETAIL3
3/4" = 1' - 0"
DETAIL
10
"
1'-8"
6" 8" 6"
3'
-
0
"
2
1
/
2
"
4
1
/
4
"
2
1
/
2
"
30
"
M
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2'
-
6
"
6
"
CONT. # 4 HORIZ
@ 1'-0" O.C.
2 - #4 CONT.
#4 DOWEL
@ 4'-0" o.c.
1/2" x 10" ANCHOR
BOLT @ 4'-0" o.c.
FLOOR JOIST
6X10 D.F.#1
2X8 JOIST
LU26 HANGER
2x6 P.T. MUDSILL
W/ SILL GASKET (ADD CRIPPLE
WALL AS NECESSARY)
DAMPPROOFING
CABLE RAIL SPACED @ 3" O.C.
2X6 COMPOSITE DECKING
COMPOSITE DECKING
2" X 2" STEEL PIPE
WELDED TO COLUMNS
6X6 POST
RIM JOIST
UNDISTURBED SOIL
THRU-BOLT CAP
TO STEEL PIPE BELOW;
COUNTERSINK BOLT OR LAG
SCREW FROM BELOW
3" X 3" STEEL PIPE COLUMN
THRU-BOLT PIPE COLUMN
TO BEAM W/ (2) 3/4"
DIAMETER THRU BOLTS
FOUNDATION SECTIONDECK & RAIL SECTION
#4 VERT. @ 4'-0" o.c.CONCRETE SONOTUBE;
RE: FOUNDATION PLAN
DRAIN TILE IN
GRAVEL BED (NORTH &
WEST SIDES)
FOOTING AND FOUNDATION NOTES
FOUNDATION DESIGN
1. Design of footings is based upon an assumed allowable soil bearing
pressure of 2,500 pounds per square foot.
2. Footing elevations indicated are based upon estimated grades with a
tolerance of+/-6-inches. The Excavation contractor shall ensure depth of
footing excavation is sufficient to ensure placement of footing s on natural,
undisturbed soil or bedrock and below frost depth of 30-inches.
3. Provide continuous reinforcing at footing and wall steps and ones
detailed.
REINFORCED CONCRETE
4. All structural concrete shall develop a minimum 28-day compressive
strength of 300psi.
5. Place concrete continuously without horizontal cold joints.
REINFORCING STEEL
6. All detailing, fabrication, and placement of reinforcing steel shall be in
accordance with the 'Manual of Standard Practice for Detailing Reinforced
Concrete Structures' - ACI 315.
7. All reinforcing shall be deformed bars conforming to ASTM A-615,
Grade 60, except ties, which shall be deformed bars, Grade40.
8. At splices in reinforcing, lap bars 36 diameters. At corners, make
horizontal bars continuous or provide corner bars.
9. Vertical reinforcing: place # 4 bars at 4'-0" o.c.
10. Horizontal reinforcing: #4 bars as detailed on drawings.
11. Minimum concrete protection for reinforcement shall be in accordance
with ACI 318-89 and as follows, u.o.n.
Concrete poured against earth: 3-inches
Concrete in forms: 2-inches
Slabs: 3/4-inches
12. Welded-wire fabric shall conform to ASTM specification A-185, Grade
65 and shall be lapped one full mesh at side and end splices and wired
together.
13. Provide all accessories necessary to support reinforcing. All reinforcing
shall be held securely in proper position in accordance with ACI 318.
14. All bolts (including anchor bolts) shall comply with ASTM A307.
Structural steel members, including plates and angles, shall be ASTM A36.
Anchor bolts shall be spaced as detailed, but not more that (1) one foot
from corners.
DRAINAGE AND BACKFILLING
15. Provide a 4-inch diameter perforated PVC footing drainpipe at
perimeter of foundation. Surround pipe with minimum 12-inches of
washed, rounded gravel, minimum size = 3/4-inch diameter. Drain to
daylight.
16. Damp proof exterior walls with emulsified asphalt dampproofiing.
17. Ensure a minimum 2% perimeter grade slope away from the building
on all sides.
18. Backfill equally on both sides of walls in 12-inch vertical lifts.
Compact backfill under exterior and interior slabs. Do not backfill
foundation walls greater than 4-feet high unless braced by floor system or
other approved bracing method.
19. Aggregate base under slab to be 4-inches washed pea gravel -
3/8-inch minimum to 3/4-inch maximum diameter.
SPECIFICATIONS
20. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level:
+/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet.
21. Foundation wall tolerance = level: +/-1/4-inch in 30 feet; square:
+/-1/2-inch in 20 feet; plumb: +/-1/4-inch in 8 feet.
22. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall
maximum.
23. All concrete shall have a maximum slump of 5-inches. Concrete shall
be rodded or vibrated to eliminate "honeycombing".
N
REF
87
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Issue:
Date:
A R C H I T E C T U R E P. C.
BA
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Architecture, P.C.
BASIS
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S2.1
Framing
1 Main Floor Framing Plan
1/4" = 1'-0"
11 7/8" RFPI 40's @ 16" O.C.
P.T. 2X8's @ 16" O.C.
P.
T
.
2
X
8
'
s
@
1
6
"
O
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C
.
3/A4.03/A4.0
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11
"3'-6"12'-7 1/2"
CANTILEVER BEAM
TO EXISTING FOUNDATION
COLUMN BELOW, TYP
CUT HOLES IN SHEATHING
FOR AIR FLOW, TYP
CANTILEVER BEAM
TO EXISTING FOUNDATION
VERIFY WIDTHS AND LENGTHS OF HOLES
IN SHEATHING WITH VENTS PURCHASED
HL35PC
SIMPSON ANGLE
BOTH SIDES
MITER BEAMS @ CORNERS,
PROVIDE SIMPSON 1212HLPC
EACH SIDE, TYP
P.T. 2x8 LEDGER, BOLT TO WALL W/
(2) 1/2" DIA. x 5" EXP. BOLTS @ 32", TYP
EXTEND D.F. TO LEDGER
GUARDRAIL POST, TYP;
RE: DETAIL
FIREPLACE WALL
ABOVE STRUCTURE
ASSUMES MAX 1/2
HEIGHT TRUE
STONE VENEER
MITER BEAMS @ CORNERS,
PROVIDE SIMPSON 1212HLPC
EACH SIDE, TYP
EXTEND D.F. TO LEDGER
ENSURE DECKING AROUND
DOWNSPOUTS, TYP
HU68 SIMPSON
HANGER
COLUMN FROM
ABOVE, TYP
HU68 SIMPSON
HANGER
SIMPSON LU26 HANGER, TYPHU68
SIMPSON
HANGER,
TYP OF 2
HUCQ610-SDS
SIMPSON HANGERHUCQ610-SDS
SIMPSON HANGER
SIMPSON 1212HTPC, TYP
HU610
SIMPSON HANGER,
PAINT BLACK, TYP
SIMPSON IUS2.37/11.88, TYP
HU610
SIMPSON
HANGER
SAW CONCRETE FOR
FRAMING; RE: 1/S2.0
STEP IN FLOOR
LEVEL, TYP; RE: SECTION
HU610
SIMPSON HANGER,
PAINT BLACK, TYP
OHU610
SIMPSON HANGER,
PAINT BLACK, TYP
3/4" T&G OSB
FLOOR SHEATHING
(MATCH EXISTING)
FL
U
S
H
6
X
1
0
D
.
F
.
#
1
(T
Y
P
@
E
X
P
O
S
E
D
D
E
C
K
E
D
G
E
)
5/4 X 6 COMPOSITE DECKING
FLUSH 6X10 D.F. #1
(TYP @ EXPOSED DECK EDGE);
ABOVE & BELOW
FLUSH 6X10 D.F. #1
(TYP @ EXPOSED DECK EDGE)
6X
8
D
.
F
.
#
1
(3) 1 3/4" X 11 7/8" MICROLAM LVL (DROPPED)
(4
)
1
1
7
/
8
"
L
V
L
'
S
(3) 1 3/4" X 14" MICROLAM LVL
(DROPPED); RE: SECTION
6X8 DF #1 (FLUSH)
T.O. SHEATHING
EL: 100' - 0"
T.O. SHEATHING
EL: 99' - 1/8"
EL: 99' - 1/8"
T.O. DECKING
T.O. DECKING
T.O. DECKING
EL: 98' - 6 1/8"
EL: 96' - 1/8"
EL: 99' - 1/8"
T.O. DECKING
2 Second Floor Framing Plan
1/4" = 1'-0"
11 7/8" RFPI 40's @ 16" O.C.
CANTILEVER FLOOR JOISTS
3/A4.03/A4.0
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.
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2/
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.
0
BEARING WALL
CUT HOLES IN
SHEATHING
FOR AIR FLOW
HEADER INTERRUPTS
TOP PLATE; PROVIDE
MST72 STRAP TIE
INTERRUPTS
TE; PROVIDE
28 STRAP TIE
3/4" T&G OSB
FLOOR SHEATHING
(2) 2X10'S
RIM JOIST
(3
)
2
X
6
'
S
(2) 5 1/2" LVL'S
EL: 109' - 1 3/4"
T.O. SHEATHING
3 Roof Framing Plan
1/4" = 1'-0"
11 7/8 RFPI 90'S @ 24" O.C. OR 11 7/8" RFPI 40'S @ 16" O.C.
6 3/4" x 22 1/2" GLU-LAM @ RIDGE (DROPPED)
(2) 1 3/4" x 9 1/2" LVL's
(2) 2X10'S (2) 2X10'S
3/A4.03/A4.0
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2/
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.
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2/
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.
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V.
I
.
F
.
TYPICAL HEADER
(2) 2X10'S UNLESS
OTHERWISE NOTED
RIDGE BEAMS SHOWN OFF
CENTER FOR CLARITY
2x10 FASCIA ON
2X8 SUB-FASCIA
TO MATCH EXISTING
11 7/8" LVL FRAMING
FOR SKYLIGHT
(1) 1 3/4" X 11 7/8" LVL
VALLEY BEAMS SHOWN OFF
CENTER FOR CLARITY
SIMPSON H16-2
TIE DOWNS,
TYP OF 2
BALLOON FRAMING
AT FIREPLACE CHIMNEY
SIMPSON HH6
HEADER HANGERS
(NO TOP PLATE);
MSTA24 STRAPS ABOVE
HEADER BEARING-
TIE HEADER TO WALL
SIMPSON H2.5A TIE
DOWNS AT INTERMEDIATE
BEARING, TYP
SIMPSON HUS412
HANGER, TYP OF 2
SIMPSON H2.5A TIE
DOWNS AT INTERMEDIATE
BEARING, TYP
SIMPSON H2.5 TIE
DOWNS, TYP
MATCH OVERHANG
@ EAST SIDE OF BLDG
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5/8" 40/20 SPAN
RATING EXP 1 OSB
ROOF SHEATHING
(3) 2X6'S WINDOW HEADER
(1) 1 3/4" X 11 7/8" LVL RIDGE
SOLID BLOCKING BETWEEN
FIXED WINDOWS
(APPROX. 5")
SOLID BLOCKING BETWEEN
FIXED WINDOWS
(APPROX. 5")
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(2) 1 3/4" X 11 7/8" LVL'S (FLUSH) (BELOW)
(3) 1 3/4" X 18" LVL'S
(2) 5 1/2" LVL's (2) 5 1/2" LVL's
STRUCTURAL FRAMING NOTES
STRUCTURAL STEEL
1. Structural steel members, including plates and angles, shall conform to ASTM A36. All
bolts, including anchor bolts, shall be ASTM A307.
2. Structural steel shall be detailed and fabricated in accordance with the AISC Manual
for Steel Construction, current edition.
STRUCTURAL WOOD FRAMING
3. Provide temporary bracing to withstand all construction and wind loads until all field
connections are completed.
4. All 2-inch framing and truss lumber shall be dry (max moisture content = 19%)
Hem-fir No. 2 or better, graded by Western Wood Products Association, unless
otherwise noted. Solid timber beams and posts shall be Douglas Fir-larch No. 1 or better.
5. All studs shall be Hem-fir Stud grade or better. Top and bottom plates to be Hem-fir
No. 2 or better. Wall studs shall be continuous from floor to bearing elevation.
6. Within floor joist cavities beneath solid or built-up columns, provide squash blocking
of area equivalent to area of column above.
7. Provide fire-blocks per I.R.C. Section R602.8.
8. Fasten wood members with common nails according to the requirements listed in the
I.R.C. Fastener Schedule, Table R602.3(1). Anchor engineered wood joists to supports
with framing anchors indicated.
9. All exterior walls to be 2x6 studs @ 16"o.c.unless otherwise noted. All posts for
headers in exterior walls shall be two (2) trim studs plus king studs equal to half the
number of studs interrupted by the header.
10. All multiple member beams, header, and posts shall be glued and nailed together,
unless otherwise noted. All posts for beams shall be multiple studs to equal or exceed the
width of the member, u.o.n.
11. All plates and sills for exterior and interior walls rising on concrete shall be treated
wood. Provide sill gasket at exterior locations. Columns and posts located on concrete
pads shall be treated wood unless a pedestal conforming to I.R.C. Section R323 is used.
12. Anchor engineered trusses to supports with minimum18ga galvanized framing
anchors, as noted.
13. A Professional Engineer, registered in the State of Colorado, shall design roof trusses
to support all applicable loads, including full uniform live and dead loads and
superimposed loads. The Fabricator shall determine web arrangement and member
forces. Stresses shall not exceed those allowed in the I.R.C.
14. Truss manufacturer shall specify and provide all truss to truss connections and wind
anchors.
15. Provide bracing and bridging for stability of trusses per the fabricator's
recommendations.
FLOOR AND WALL SHEATHING
16. Wood sheathing materials and installation shall comply with the recommendations of
the American Plywood Association. Each panel shall be identified with the
grade-trademark of the APA and shall meet the requirements of U.S. Products Standard
PS - 1 for plywood.
17. Glue all floor sheathing to floor joists with adhesive. Attach floor sheathing with 8d
ring -shank nails @ 6-inches o.c. at panel edges and 12-inches o.c. at intermediate
supports.
18. Fasten wall sheathing to exterior side of exterior walls with 8d nails or approved
equal at 6" o.c.
19. Sheath the interior side of exterior walls with 1/2-inch regular gypsum wallboard.
Fasten with 5d wallboard nails, or 1 1/4-inch no. 6 type S or W drywall screws in
accordance I.R.C. Table R602.3, using 6-inch o.c. framing spacing guidelines.
20. Sheath both sides of interior stud partitions with 1/2-inch gypsum wallboard, unless
otherwise noted. Attach wallboard to studs with 5d cooler nails at 7-inches o.c.
STRUCTURAL GLUED-LAMINATED TIMBER
21. Materials, manufacturer and quality control shall be in conformance with American
National Standard ANSI/AITC A190.1-1992.
22. Lumber shall be stress graded to provide members with AITC combination symbols
24F-V4 for simple spans. Install 24F-V4 members such that tension side is on the bottom.
23. All members shall be Re-Sawn Architectural Appearance Grade.
24. Adhesives shall meet the requirements for wet conditions of service, where required.
25. All members shall have zero camber.
SPECIFICATIONS
26. Floor level tolerance = width: +/- 1/2-inch 24 feet.
27. Wall tolerance = level: +/-1/4-inch plumb in 8 feet.
28. Rough opening tolerance = +/-1/4-inch of actual dimensions.
29. Door and window installation tolerance = +/-1/8-inch off plumb, +/-1/8-inch out of
square. All exterior doors shall be installed plumb and square with no wracking.
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