HomeMy WebLinkAbout04110046.014.
19
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WITH 2x10 s 1 ,'100♦
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1' BULLNOSE o
Oil ♦ F i
N
--CONE MOLDING
\
T ical
Stale of 1�
l:
GIENERAL NOTES
1. G R,� CCONTRACTOR TO VERIFY A
DII�NSIONS AND CONDITIONSPRIOR TO
C STRU INION. ����
2. G ILIITY O MYCTCHANGESATO THE PLAN
NO APPROVED BY THE DESIGNER.
3.IMENSIONS ON FLOOR PI ANS A IE
FACE -OF -STUD TO FAC t -OF- D
NEPT WHERE NOTED.
4. tVCI
IONS ON FOUNDATION PLANS ARE
ACE OF MASONRY.
5.TO-FLOOR DIMENSIONS
FIRST
TO TOP OF FINISHED SLAB
ACCORDING TO FIELD GRADE
ONS.
6.DAN R Ij PLYYV OQ LITTCgH JP TO
ARE
SP / OVER 5 -0 IF NOT
OUT PIAN, CONtACT DESIGNER.)
R IDENTIAL FOUNDATION N TES
1. FOOTINGS ARE 24' X 12" UNLESS
0 ERWISE NOTED.
2. ALL WTERIOR PIERS _ W PARED RpWS OF
3. NGS FOR PIER ARE 32X32'X12"
U SS OTHERWISE NOTED.
4. DE IGN LOADS ARE ALL DEAD LOADS PLUS:
OOF LIVE LOAD - 20 The PSF
N FLOOR LIVE LOADS 4 40 lbs PSF
OTHER FLOORS - 130 Ibs PSF
ING FOR FOOTINGS ON ORK�NAL
OLID GROUND IS 20001bs PSF UNLESS
THERWISE NOTED.
E LOAD IS 80 mph EQUIVALENT TO
8 Ibs PSF.
F QUAKE IS PER NORTH CAROLINA
NDLOADGOVERNS EARTHQUAKE
LESS OTHERWISE
N DESIGNS ARE IN ACCORDANCE WITH
UTHERN BUILDING COD•
I TTX; CEILING JOISTS UNDER ROOF
GREATER THAN 3:1 � PITCH - 20
PSF
J TTIC CEILING JOISTS UNDER ROOF SLOPE
SS THAN 5:12 - 10 Ibs PSF
5• S INFORC SELF DING �pTO NG
pp NOT I Fl M 11 F
S PORT. 50 M ONLI ABLE IT HARDENS of
LNOCOItT,,UNTII
6. C ESTE SFIV.L� ��KEtn3�0� �00psi IN 28 DAYS
U S OOTTHHEKM NOTED.
7• IMI UNLEM%E&I NOTM"
SHEEfROCK UNDERSIDE j
FINISSHHEDD SPPACENGERS S
(3) 202 STRINGERS PER FLIGHT OF STAIRS
Stair Detail
" equals 1'-0"
AEREDNDORUS EACH FLIGHT OF
STAIRCASE ON FLOORPLAN .
TREADS ,$HALL NOT BE LE
THAN 10 AND RISERS SHALL
NOT EXCEED 7 3/4.
x RISERS
0
I
N 0 T E S
8. CTS MUST
NS FOUNDA M A U - 1�DM 7•KBN
FACTURI�S C ONS P S EN DETAILS
WDINTO G SHRILLNG2 -0 OWN ON PLAN.
NO POOR MA MORE TWW 8. DE CROSS BRACING AT MID -SPAN
F IS SUITABLE FOR A CNSSON EW FLOOR JOISTS ON AL1. SPANS OVER
9. 6' DWETER TREATED WOOD PILES WITH
A
j9U'MMF1W&%.j
I'-0".
10.�REINFOR PILES BE AS MANO O W
11. CHOW FOOTING 1,1" LARGER THAT
FOOTPRINTS AND 12 THICK.
FLOOR AND WALL FRAMING NOTES
1 • WAALLLL AN NO
4' BE l�)
#2 GRADE
UNLESS 0TH PINE
2• GRADE UNL MSE ICE 02
NOTTEEDtl.
3. BEAMS MUST HA STEEL PIPE
CON TN TO FOUNDATION
U C REND U SPECIFIED AN
SOLID BEARING SCHEDULE
MIT
BEARING
STEEL BEAM
STEEL PIPE COLUMN
FLITCH
2)2X10 SS
3 K 4STUID
"
WyLTS
VERT. d 916
...,�, ,,, .,U.I , oil .11 ,.
5. MASONRY LINTELS
A FOR
,S�AXN.S1 IJP* TO�-O�E 3 1/2' X
B ��12,
f+ A 66 STEE:
C FOR FROM 8'-0' TO��yy18'-0' USE
9 PAIR' IRE
RS ONAAFX 1)2"X
41
LINTEL SCHEDULE
House
OPENING
STEEL SIZE
60"
OR LESS
3 "x3 'xXm
60'
TO 96"
5'x3 'x5 16'
96"
TO 108"
5'0 'x5 8'
108'
TO 120"
6%3h -6/8-
'x3 'x5/8'
9. E 7RX
��NgqSpp FALL BETWF,EN FLOOR
SEDBE
DICU 0 THE TIR SESSUPE PLYWOOD DECKING.
10.SLOP FLOOR
MIUMNNGLE N OF
ROB11NAI TO DIAGONAL
AMM ERS THE
IBXU ON MEMBER AS A LOAD
11. CEILING JOISTS ARE PARALLEL TO
WBOOR WALLS AND RAFTERS BEAR ON
STLID WALL TOP -PLATE ADJACENT TO CEILING
2Xb HOGS 6- OE ONG D(MIN 66
RS ALONG LENGTH OF COEI NG JOISTS.
12. ALL 2 -STORY OPEN GREAT ROOMS dt LING
13.ERS SHALL BE AS SHOWN UNLESS
TED DIFFERENTLY ON PLANS:
INTERIOR
Crowley
House
SPANS UP TO 2'-6"
2
2X6
SPAN 2'-6' TO 3'-6"
2)
2X8
SPAN 3'-6' TO 6'-6"
2
2X10
SPAN 6'-6" OR GREATER
SEE
PLAN
EXTERIOR
01-07-UArS
SPANS UP To 2'-0"
(2)
2X6
SPAN 2'-0" TO 3'-0"
(2)
2X8
SPAN 3'-0' TO 5'-0"
(2)
2X10
SPAN 5-0" OR GREATER
SEE
PLAN
ROOF FRAMING NOTES
PNEG� 2X8 0 16' oc UNLESS
u�ERWWIS�NTOTED 2X10 0165oc UNLESS
VUTALESSARE CUTOTHERWISE TO HIPS, RIDGES, ETC...
2. COLLAR TIE:
A 2X4 0 48"oc AT ALL RIDGES
B 3 COLLAR TIES PER RIDGE MINIMUM
3. BRACING: �p
A 4 N�ILFROM Tpp1 0Ng0�M 9oc
BRRACES
LONGER THAN 10 -0" MUST BE BRACED
HORIZONTALLY.
B ALL HOGS ON CEILING JOISTS OR RAFTERS
ARE 2X6 UNLESS OTHERWISE NOTED.
C MAXIMUM SPACING:
FOR 2X6 HOGS 6'-0'oc
FOR 2X8 HOGS 7'-6"oc
DRAFTERS CAN BE SPICED OVER HOGS WITH
20 BRACES.
4. ALL ROOF TRUSSES WST BE BUILT AND
INSTALLED ACCORDING'TO TRUSS
MANUFACTURERS DIREPONS.
5. WITH NO ROOF PLAN
6.
3 1/2' RAKE,
MOLDING
1 X8 FRIEZE
61
SLATE PER SPECS
151b ROOFING FELT
3/4' PLY DECKING
2X12 RAFTER
Roof Framing Section
Scale of 1 " equals 1'-0"
a
LOCAT
E GRADE
O2 X 4 L g yyq(� 1y/TED
PARTITION PL ANCHOR TO S -Q -G
�p p I 1P2 DERR.ACTUATED PASTES ERS AT
0WDELLDDED WIRE MESH
(3) 14 CONT.
45 DEGREE • ' • '
Grade Beam
Scale of 1" equals 1'-0"
1" AIRSPACE
1/4' ANGLE -IRON LINTEL::��M I
1x4
DOUBLE SILL
1/2' PLY SHI
MASONRY PER
-DOWN FROM
WINDOW UNIT
BULLNOSE SILL
1' COVE
10 AND BACKBAND CASING
.1/2' SHEETROCK
3 T Teal Window Section in 2x4 at Mason
Scale of 1 " equals 1'-0"
Job N2: 0301
Crowley
House
WITHIN 0 •• •-'•� �f •-
Indianapoils
Indiana
.� ,�
3.ONF. IDES ~ • • '
REVISIONS
•' ` '.� '� ;:
FOOTINGYPICAL5BAR
06-24-091 AYS
09- 5--031 AYS
C O QAur ••: . •
01-07-UArS
SIZL AS CONT. . ' ;. •..,
A
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Scale of 1 equals 1'-0"
12
William T. Baker, Inc.
This drawing is the proWtl of
SLATE PER SPECS 12�
not be used or reproduced without
written permission.
151b ROOFING FELT
Contractaar is respomible for nd-
fTing all dimensions and Idte
conditions before beginning comt-
uction. Any cillwepancies must be
reported to llHU= T. Baker &
3/4' PLY DECKI ;� 2x4 RUNNER
correction before procee ft wtth
the work. Contractor asmumes
,.
2X12 RAFTER"' 3/4" PLY DECKING
that are not reported• Al dimen-
sions should be read or oail%WA
20 LOOKOUT
be performed in aaeordanoe with
local codes, regWatiam and M/
171
Barn
Structural
Details
Scale: Noted
By: AVS
Date: 5-20-03
Page: A5.3
{
1X6 FASC&IW/1 L2x10 CEILING
W/R-30 INSUL
2' SOFFIT VENT,
11/32" PLY SOFFIT WD TOP PLATE
5' CROWN MOLDING X110, N -CRIPPLE
1X10 FRIEZE --= HEIGHT ERINELOEVATIONS
STONE PER SPECS
1/2' PLII NM
SHEATHING =-=-
0
-- N
" -13 INSULATION
_-
8' C.M.U. WALL - _- 2X6 STUD WALL 016 oc
W/4" CAP BLOCK _ PLATE
THRU-WALL FLASHI INDUS EXPANSION
FILL WITH GROUT = J
WEEP HOLES 048" " SLAB ON 6X6
WATERPROOFING _ 1 10 WWM ON 6 MIL
Y VAPOR BARRIER
A P1
W/ FSC KIN _
57 STONE CONT. f»'; •�,{ yS,''�7 �,;' ,,•• •`ir'
��, , '":• a� '' „ '•r.•,• ROUGHEN
C14r °` ' :• .•.. • #4x33"HK
��'�
' 1, �'I :�•�;•,''... � %J.• FOOTING UNDER
' KEEP REBAR 3
24 J OF ALL FACES OF
CONC.
2)#5 or (3)14 CONT.
T ical Wall Section
Scale of 1 ofequals 1'-0"
Job N2: 0301
Crowley
House
Hazel -Dell Pkwy
Indianapoils
Indiana
REVISIONS
06-20-031AYSI
06-24-091 AYS
09- 5--031 AYS
12-08-OMAYS
01-07-UArS
A
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Q Copyright 2003
William T. Baker, Inc.
This drawing is the proWtl of
William T. Baker, Ino. and may
not be used or reproduced without
written permission.
Contractors Please Note
Contractaar is respomible for nd-
fTing all dimensions and Idte
conditions before beginning comt-
uction. Any cillwepancies must be
reported to llHU= T. Baker &
Associates for justifleation and/or
correction before procee ft wtth
the work. Contractor asmumes
rapondbOy for my dwspuda
that are not reported• Al dimen-
sions should be read or oail%WA
and never scaled• All wadi shell
be performed in aaeordanoe with
local codes, regWatiam and M/
VA M.
Barn
Structural
Details
Scale: Noted
By: AVS
Date: 5-20-03
Page: A5.3