HomeMy WebLinkAbout1369.97.4Design Loads:
FLOOR 40 P5F LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 PSF DEAD LOAD
De51gn Loads:
I. THE CARPENTER SHALL CAREFULLY LAYOUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, 5GREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
GON5TRUGTION.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DE516N SPECIFICATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHER:
NO2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = 1,100,000 pcil
3. ALL FIRST FLOOR SILL PLATES, GRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXP05ED TO
WEATHER SHALL BE WOLMANIZED PRE55LIRE TREATED.
4. ROOF TRU55 DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 psi
Fr, = 2100 psi
E = 2,000000 psi
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
1. FRAMING OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR
J015T5 MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12"
8. SOUND PROOF INSULATE ALL BATHS E LAUNDRY
cl. WALL d PARTITION FRAMING. UNLE55 OTHERWI5E
SHORN, SHALL BE STUDS ® 16" O.G., DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LESS THAN 3 FULL MEMBERS. WALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OR CONCRETE SHALL BE
ANCHORED WITH ANCHOR 5OLT5. (5EE FOUND. NOTES)
10. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W/ IOD NAILS o 12" O.G.
II. PROVIDE NAILERS, NAILING STRIPS, AND GROUNDS
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
12. J015T HANGERS ® ALL FLUSH BEAMS SHALL BE MIN.
Ib GALV. STEEL, AND PROPERLY 51ZED TO ACCEPT
JOISTS.
112 "AFF
BULKHEAD
OVER TUB
N§700
PLATE
MIRROR
18" DEEP
DRYWALL BULKHO.
CULTURED MARBLE
(_-000NTER 4 BATH
BAGK5PLA5H
TUB PLATFORM
MASTER BATH ELEVATION
56-ALE: 1/4" = I' -O"
3/4" MANTLE •
W PANEL • r
TO ED&E5
Schedule
iindoW
r.o. width
r.o. hei t
3 1/2" DRYWALL \
PILA5TER5
i
4' -II 3/4"
2g5ci -2
4' -10 3/4"
4' -11 3/4"
mo�m�n��nunnini,
5' -lo 3/4"
1' -3" WIDE
2141
I
APPLIED
N
m O
in
O
FIREPLACE El_ EVAT I ON
5GALE: 1/4" = 1' -0"
v\-
MARBLE 5URROUND `— 6" WIDE FLUTTED LEG
W/FLU5H MARBLE HEARTH ON 5 1/4" BASE
FIREPLACE ELEVATION.
5GALE: 1/4" = 1'-0"
FIR9?T FLOOR PLAN
_ASS
_OGK
O. 48" X 72"
?R a 100"
DEGK
_ X 48 "W X 18 "H
Nindovw
Schedule
iindoW
r.o. width
r.o. hei t
3 1/2" DRYWALL \
PILA5TER5
2' -II 3/4"
4' -II 3/4"
2g5ci -2
4' -10 3/4"
4' -11 3/4"
3547 -2
5' -lo 3/4"
1' -3" WIDE
2141
1' -q 3/4"
3' -5 3/4"
N
3' -o 3/4"
8' -10 7/8"
3525
355q
2' -II 3/4"
7' -0 3/4"
m
5-10 3/4"
7' -O 3/4"
3525 -3
355q -3
8' -q 3/4"
7' -O 3/4"
tF
2' -11 3/4"
5-0 3/4"
4 1/4" GROWN
VER
7' -0 3/4"
3541 ARG
1 2' -11 3/4"
8' -10"
2 1/2" GA5E M
LD
ON BLOGKING VV
3/4" MANTLE TOP
W/ PANEL MOLL)
AP
LIE
TO ED6E5
-
�t
FIRE BOX
MARBLE 5URROUND `— 6" WIDE FLUTTED LEG
W/FLU5H MARBLE HEARTH ON 5 1/4" BASE
FIREPLACE ELEVATION.
5GALE: 1/4" = 1'-0"
FIR9?T FLOOR PLAN
_ASS
_OGK
O. 48" X 72"
?R a 100"
DEGK
_ X 48 "W X 18 "H
Nindovw
Schedule
iindoW
r.o. width
r.o. hei t
355q
2' -II 3/4"
4' -II 3/4"
2g5ci -2
4' -10 3/4"
4' -11 3/4"
3547 -2
5' -lo 3/4"
3' -II 3/4"
2141
1' -q 3/4"
3' -5 3/4"
)I +TRANSOM
3' -o 3/4"
8' -10 7/8"
3525
355q
2' -II 3/4"
7' -0 3/4"
3525 -2
355q -2
5-10 3/4"
7' -O 3/4"
3525 -3
355q -3
8' -q 3/4"
7' -O 3/4"
3525
3535
2' -11 3/4"
5-0 3/4"
2525
255q
2' -1 3/4"
7' -0 3/4"
3541 ARG
1 2' -11 3/4"
8' -10"
355q
O
iv
NIN LEVEL
PGE
FRONT PORCH
REAR PORCH
UPPER STOR.
3026 SF
650 5F
68 5F
120 5F
517 5F
i
GHE(
60