05-437-011BARREL TILE ROOF FOAMED OVER' 90 ASP14ALT PAPER
NOT MOPPED ON 0 30 ASPHALT PAPER TIN- GAPPED 1 x 6 WOOD TRUSSES 0 24' O.CL
AT 12' O.C. AND 6' O.C. AT OVERLAP AREA OVER (BY OTHERS)
19/32' THICK EXTERIOR GRADE PLYWOOD WITH STAGGERED
JOINTS NAILED W/ 10d NAILS AT 6' Of, AT INTERMEDIATE
SUPPORTS AND PANELS EDGE AND 4' AT EAVES DIAPFNZAM BLOCKING
PROVIDE 2 x 4 TOE NAILED TO TRWES
WITH 2 - Ibd NAILS AT ALL PLYWOOD
PROVIDE HUGHES 'DTC' METAL SEAMS, SECURE PLYWOOD TO T01 FOLLOWING
SEAT TRUSS ANCHOR (W/ 9 -10d NAILS Tl THE SAME NAILING PATTERN FOR PLYWOOD
AT STRAP AND 5-10d NAILS AT SEAT 3
2 x 4 WOOD 5RACINC:S 0 8' -0' Of-
AT BOTTOM CHORD OF WOOD
TRUSSES
TOP OF ROOF TIE BEAM
ELEV. + 3061' WkVD.
ELEV.* 20' -S'
26 GAGE CONTINUOUS
PETAL DRIP NAILED AT 4'
3' WIDE CONTINUOS VENTS Wl
INSECT SCRM ON PETAL LATH
AND PLASTER SOFFIT
9
W x 12' CO CRETE TIE BEAM WITHI 4 0 5
CONTINUOUS AND' 3 TIES 0 48' OZ.
ADD 2 ' 5 x 5' -0' LONG BENT 30' FROM
COI; ERS WITH 3 .3 TIES • 12' O-G —
5/8' MIN. STUCCO ON W CONCRETE BL
WALL WITH HORIZONTAL JOINT RE*ORC
EVERY SECOND COURSE (16' VERTI Y)
FOR ALL EXTERIOR WALLS. STANDARD . 9
LADDER TYPE FOR REINFORCED
t TRUSS TYPE FOR ALL OTHERS SHALL
PROVIDED AS PER ITEM No. 2104] (f)
OF SFBrC
FINISH FLOOR
ESTABLISHED GRADE GRADE
ELEV. + 850' N VD.
.. 11
2'-0
Ox
CD
tu
4
:
:
i■r
�f
R -19 TYPE INSULATION
V2' DRYWALL ON 1' x 3' WOOD
RARING STRIPS * 16' OTC
(SEE GARAGE NOTE)
1 x 4 WD P.T. FIRESTOP
8' x 12' CO C ETE TIE BEAM WITH 4' 5
CONTINUOUS AND • 3 TIES • 48' Of,
ADD 2.5 x 5'-0' LONG SENT 30' FROM
COR4ER8 WITH 4 413 TIES • 12' OTC.
I x 4 WD P.T. FIRESTOP
AT MID -DEPTH (8' -0' Of, MAX)
V2' THICK DRYWALL
ON I x 2 P.T. WOOD
FURRJwJ 116' or,
WTN R -4J INSULATION
MASTER 1'1 R S�t�fi�0
BASEBOARD
(SELECTED BY OOM
TILE (SELECTED BY 01 ER)
3' CONCRRTE SLAB
SEE STRUCTURAL PLANS
1 N
i
- ilFAA
WE
Harm=—
FLOOR SYSTEM
d • (SEE STRUCTURAL.
PLANS)
_I)2' pRYWALL ON 1' x 3' WOOD
FURRING: STRIPS * 16' Or,
1 x 4 WD P.T. FIRESTOP
- 1/2' THICK DRYWALL
ON I x 2 WOOD PRESSURE
TREATED (P.T)FURRING 0 *1 O:C.
WITH R -41 WAILATION
FAMILY ROOM
1 x 4 WD P.T. FIRESTOP
AT MID -DEPTH (8' -0' OTC. MAX)
BASEBOARD
(SELECTED BY OILER)
V/2' EXPANSION JOINT MATERIAL
///--,ILE (SELECTED BY OIIPER)
CONCRETE SLAB
SEE STRUCTURAL PLANS
FOR DETAILS)
E(—
)
I�L j
•. :•- • d
.• i
WELL COMPACTED FILL TO St
\\ \ \STANDARD PROCTOR TEST
X24' CONTINUOUS CONCRETE
� AND 0 4 AT 363 OL.'� Al-
TWO -5 ?ORY TYPICAL WALL 5ECTION No I
BARREL TILE ROOF FOAMED OVER' 90 ASPHALT PAPER
NOT MOPPED ON • 30 ASPIAALT PAPER TIN- CAPPED 2 x 6 WOOD TRUSSES a 24' O�G
AT 12' OjG AND 6' OTC. AT OVERLAP AREA OVER (BY OTHERS)
19132' THICK EXTERIOR GRADE PLYWOOD WITH STAGGERED
JOINTS NAILED W/ 10d NAILS AT 6' OTC. AT INTERMEDIATE
SUPPORTS AND PANELS EDGE AND 4' AT EAVES DIAPH RAM BLOCKING:
PROVIDE 2 x 4 TOE NAILED TO TRUSSES
WITH 2 - Ibd NAILS AT ALL PLYWOOD
PROVIDE HRJGHES 'DTC' METAL SEAMS, SECURE PLYWOOD TO THEM FOLLOWING
SEAT TRUSS ANCHOR NY 9-10d NAILS 12 THE SAME NAILING PATTERN FOR PLYWOOD
AT STRAP AND 5 -10d NAILS AT SEAT 3
2 x 4 WOOD BRACINGS + 8'-0' Oa
AT BOTTOM CHORD OF WOOD
TRUSSES
TOP OF TIE BEAM
Y ELEV, + 2LI1' NGYD.
ELEV:+ ii' -1'
26 GAGE CONTINUOUS
METAL DRIP NAILED AT 4' OTC. -
3' WIDE CONTINUOS VENTS III/
INSECT SCREEN ON METAL LATH
AND PLASTER SOFFIT '
9g' SMOOTH STUCCO
'ELEV. + 10.00' NrzVD.
ELEV. + 01-0'
GRADE
—77
CONCRETE FOOTING
(SEE STRUCTURAL PLANS)
,,
i
rrA
I�
e
E
iu
e
R -19 TYPE INSULATION
In' DRYIIALL ON 1' x 3' WOOD
RM G STRIPS + IV=
1 x 4 WD P.T. FIRESTOP
8' x 12' CONCRETE TIE BEAM WITH 4.5
CONTINUOUS AND' 3 TIES • 48' OTC.
ADD 2.5 x 5' -0' LONG: SENT 30' FROM
COR ERS WITH 3 .3 TIES • 12' Or-
S' CONCRETE BLOCK WALL MATH • 9
DURAWALL (LADDER TYPE) • 16' Or-
HORIZONTAL JOINT RENFORCEMENT
EXTENDED 4' MINIMUM INTO CONCRETE
TIE COLUMNS
I.5 VERTICAL a 48' OL, IN BLOCK CELLS
FILLED WITH CONCRETE, ADD 10 5 VERTICAL
AT ENDS OF OPENING: AND DOUBLED AT ENDS
OF OPENING: LARGER THAN 6'-0'
1 x 4 WOOD P.T. FIRESTOP
AT 8'-0 Or. MAX.
WEST ROOM
12' THICK pRY ALL ON 1 x 2 WOOD P.T.
Aaers a 16' OTC. WTH R-4J WlJI-ATION
"""'D BASE BOARD (SELECTED BY aI ER)
FLOOR (SELECTED BY uww-w
BETE SLAB (SEE STRUCTURAL PLAN)
— - a
\WELL COMPACTED FILL TO 95X
/STANDARD PROCTOR TEST
d
%\ \�� \ / /\\ \/ /
\ , �\ \ ,
ONE -STORY TYPICAL WALL SECTION No 2
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DATE
FEB. 23, 2005
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DATE
FEB. 23, 2005
SCALE
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04 -37
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