HomeMy WebLinkAbout1026.95.10MTL. DRIP GAP
1x4 CONT. 1
1x6 CONT. 1
1x8 CONT.
2x8 CONT. -J
A 2 & 3 Board Fascia
Rake Cut
SCALE: I' ■ V- 0'
One Board Fascia
V SCALE:
MTL. DRIP CAP
IxIO CONT.
2x8 CONT.
I
MTL. DRIP GAP
1x4 GONT. / 1
1x6 CONT.
1x8 CONT. J
2x8 CONT.-/
2 & 3 Board Fascia
CSCALE: 1'-1'-0'
Plumb Cut
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91
Ul Q
W �I
4 OBI
PLANT SH.-
n
hl
lid
-4,
Plant Shelf Detail
SCALE: I/4' =1' -0'
4'
ROOF EDGE
5'
4
lik
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' \ \
OO Q
I / -RIDGE - - - - - -J
L -----------------
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4
4
4
lk
er,
}Roof Nailincl schedule
ZONE 1: Sd NAIL is 12' O.C. AT EDGES AND AT SUPPORTS.
ZONE 2: Sd NAIL is 6' O.G. AT EDGES AND 12' O.C. AT SUPPORTS,
ZONE 3: Sd NAIL 6 4' O.G. AT EDGES AND (o' O.C. AT SUPPORTS.
SHEATHING
RAFTER/TTiUaJ.g
BUILDING
LENGTH
III
BUILDING
WIDTH
\- BLOCKING 0 48' O.C.
FIRST 2 SPACES
EACH END
Roof Shea thine La bout
DOWEL LAPPED
WITH WALL REINF.
GROUTED
CELL '5 CORNER BAR
ALL LAPS 25' MIN
Corner Continuity of 5ond
Seam and Wall }reinforcement
F-
.6
-
ce F
W
STANDARD 75OND
NOOK --► t BEAM
--
--
-
--
(SEE ELEVATION54
C)
2x4
STAGGERED
BLOCKING
CONTINUOUS 45
RE -BAR AND TIE
VERT. RE -BARS
AT FILLED CELL
LOCATIONS. FILL
W/ CONIC.
I
1x6 P.T. DRAPE
I
BLKG. ABV.
WINDOWS
j
'I
WINDOW UNIT AS
PER ELEVATIONS
AND FLOOR PLAN
WINDOW SILL PER
BUILDERS SPEC.
CAULKED A WINDOW
kiii,
1/2' G.W.B. OVER
VAPOR BARRIER,
Q �
BETWEEN lx- P.T.
FURRING i 24' O.G.
n�
IX2 PT
I;
3 1/4' BASE
COPYA
0
IN GROUTED
k
CELL CO3 Z ��,�',
O OQ %P ts,
CLEANOUT Ili) Off P R
t�+
R UOUT LIFT
> OOO,cF�c /A Ete, c��C.
FOOTING DWL. IS
NOT REQ'D.
EMBEDMENT STANDARD
PER 20333 -' HOOK
_ - -_� -- - FOOTING
REINFORCING 3' MIN.
One Stor Masonr Wall
y 4
2x6 RAILING
i
2X2 BALUSTERS
METAL FLASHING
2X12
DECKING
2X4'5 SET IN
MASTIC A 16' O.C.
LOOR JOIST
2X4 BLOCKING —J
0' O.C. DRYWALL
ENGINEERED BEAM
STUCCO
nl�a lco�u Deta i l
14e SCALE: 1/2' ■1' -0
ROOF PITCH PER
ELEVATIONS AND
ROOF PL AN
12
(SEE ELEVATION54
C)
2x4
STAGGERED
BLOCKING
R-30 INSUL.
PRE- ENGINEERED TRUSSES a 24'
O.G. MAX. DESIGNED W/ SIGNED
AND SEALED CALLS. BY A
FLORIDA REGISTERED ENGINEER
COMPOSITE 6,I- ANGLES
OVER 15' FELT ON 5/8'
OSB RATED 16/24 OR
5/8' EXT. GRADE PLYWD.
NURRIGANE TIE 0 EA. TRUSS
SST -ETA 16 (W/ 6 -106 x 1 1/2') UN.O.
SET TRUSS ON DOUBLE
LAYER 150 FELT
MTL. DRIP EDGE
FASCIA TO MATCH ELEVATIONS
(SEE DETAIL).
SOFFIT AS Sf C
SEE ELEVATIONS
PRE -ENGINEERED
PRE -CAST GONG.
LINTEL OVER ALL
WINDOW AND DOOR
OPENINGS. AS DESIGNED
BY PRECAST LINTEL CO.
REG. ENG.
PRE -CAST CONC. SILL
EXTERIOR FINISH
PER ELEVATIONS.
PLACE VERT. REINFORCING
05 RE -BAR CONT. FROM FTG.
TO TIE BEAM AND AS INDICATED
BY THE FOUNDATION PLAN AND
FILL CELL W/ CONC.
FHA HEADER BLOCK
REFER TO PLOT PLAN
FOR SLOPE CONFIGURATION
NOTE: SEE 'HEADER DESIGN CHART -
TABLE 11073,4' SBC,
Ore 5tor(T . Wall 6(sation
SCALE = 3/4'=1'-0'
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WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify Ln
and be responsible for dimensions and conditions 5
of the job and Home Design Services, Inc. must M0
be notified in writing of any variation from the 0
dimensions, conditions and specifications appearing 0
on these plans. _
Details & Sections
Scale as Noted
PLATE NT. - - - - -- - - -- - - -
(SEE ELEVATION54
GROSS SECTION) 1/2' DRYWALL
TYPICAL
BOND BEAM W/
CONTINUOUS 45
RE -BAR AND TIE
VERT. RE -BARS
AT FILLED CELL
LOCATIONS. FILL
W/ CONIC.
I
1x6 P.T. DRAPE
I
BLKG. ABV.
WINDOWS
j
'I
WINDOW UNIT AS
PER ELEVATIONS
AND FLOOR PLAN
WINDOW SILL PER
BUILDERS SPEC.
CAULKED A WINDOW
kiii,
1/2' G.W.B. OVER
VAPOR BARRIER,
W/ R -3 INSUL.
BETWEEN lx- P.T.
FURRING i 24' O.G.
-
IX2 PT
I;
3 1/4' BASE
0' -0' FIN. FLR
4' CONC. SLAB (2500
(L
PSI, MIN_) W/ FIBER
RE INFORCEMENT OR
6x6 10/10 W.W.M. OVER
6 MIL. VISQUEEN VAPOR
BARRIER TAPED OVER _
l
.35% STANDARD
DENSITY COMPACTED
el
FILL AND TERMITE ,kU --
TREATED. �_ 4
- - - - -- -- -
8' GONG. BLOCK STEM 16'
WALL OVER 10'x16' CONT. -
GONG. FOOTING W/ 2 05
RE -BARS ON CHAIRS
CONT.
PRE- ENGINEERED TRUSSES a 24'
O.G. MAX. DESIGNED W/ SIGNED
AND SEALED CALLS. BY A
FLORIDA REGISTERED ENGINEER
COMPOSITE 6,I- ANGLES
OVER 15' FELT ON 5/8'
OSB RATED 16/24 OR
5/8' EXT. GRADE PLYWD.
NURRIGANE TIE 0 EA. TRUSS
SST -ETA 16 (W/ 6 -106 x 1 1/2') UN.O.
SET TRUSS ON DOUBLE
LAYER 150 FELT
MTL. DRIP EDGE
FASCIA TO MATCH ELEVATIONS
(SEE DETAIL).
SOFFIT AS Sf C
SEE ELEVATIONS
PRE -ENGINEERED
PRE -CAST GONG.
LINTEL OVER ALL
WINDOW AND DOOR
OPENINGS. AS DESIGNED
BY PRECAST LINTEL CO.
REG. ENG.
PRE -CAST CONC. SILL
EXTERIOR FINISH
PER ELEVATIONS.
PLACE VERT. REINFORCING
05 RE -BAR CONT. FROM FTG.
TO TIE BEAM AND AS INDICATED
BY THE FOUNDATION PLAN AND
FILL CELL W/ CONC.
FHA HEADER BLOCK
REFER TO PLOT PLAN
FOR SLOPE CONFIGURATION
NOTE: SEE 'HEADER DESIGN CHART -
TABLE 11073,4' SBC,
Ore 5tor(T . Wall 6(sation
SCALE = 3/4'=1'-0'
U
C
SMWCf
U
TY O
V)
DESKIAER
v
0
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WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify Ln
and be responsible for dimensions and conditions 5
of the job and Home Design Services, Inc. must M0
be notified in writing of any variation from the 0
dimensions, conditions and specifications appearing 0
on these plans. _
Details & Sections
Scale as Noted