09-811-013REVISIONS
BTM. CHORD FLOOR /ROOF TRUSS
10- 15 -09, REV.
PER STRUCT.
CW.
C.R.W.
9- GAUGE, DUR -O -WALLS HCRZ.
AU -0943
SHT
REINF. EVERY 2nd. CO"PSE-�DF -�-
3 5/8 "- 25GA. MTL. TRACK,
BLOCK (LADDER -TYPE)
ATTACHED TO UNDERSIDE OF
FLOG AND�OR ROOF TRUSS /JOIST
W/ 2 S. ® 12 °O.C.
------ - - _ , ; ;
.S.
5/8" CDX PLYWOOD TO BE USED AS ROOF DECKING, FOLLOWED W/ TAR
PAPER & DECORATIVE ASPHALT SHINGLES, BASE ANCHOR SHT. TO BE #30 FELT
LAPPED 2" & TURNED UP, VERT. SECTIONS A MIN. OF 4 ".
DECKING NAILED 4" O.C. ALONG EDGES & 4" O.C. ON INTERMEDIATE LINES
..
(1) #5 VERT. BAR, IN FILLED
z
W/ 8d. RING -SHANK NAILS.
BLOCK CELL, REFER TO FOUND.
BASE COURSE SHALL BE NAILED W/ NON- CORROSIVE SMOOTH SHANK
n
PLANS FOR REINF. LOCATIONS
1 1 /4" GALV. NAILS.. NAILS SHALL BE APPLIED THRU TIN -CAPS,
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2" DIA. & 32GA. SHT. MTL., NAILS SHALL BE SPACED 0 6" O.C. IN DIRECTIONS
uwi
OF ROLL & 12" O.C. ACROSS WIDTH OF ROLL.
STAGGERED BLOCK METHOD
PRE - FABRICATED ROOF TRUSS 24" O.C.
4L
::
REQ'D. ALONG IN -LINE WALL
ANCHOR ECH. TRUSS AS REQ'D.
o
�~ ? BLOCK, WALL INTERSECTIONS,
ENGINEERED
8 "x8 "x 16" CONC. ' , ..'•' & CORNER WALL LOCATIONS
3.5:12 TRUSS WD TRUSSES
"O.C.
MASONRY UNITS
ALL BLOCK STAGGERED TO
HURRICANE STRAPS, TYP. FOR ® 24
INSURE INTERLOCKING METHODS
R -30 BATT INSULATION
ECH. ROOF TRUSS
3 5/8" -25GA. MTL. STUDS
PRIOR TO CONC. POUR
(REFER TO TRUSS DWGS.)
® 16'O.C., W/ ONE (1) LAYER
(TYP., THROUGHOUT)
OF 1/2" GYPSUM WALLBOARD
T.O.B. 8'-l" A.F.F.
BOTH SIDES (FINISHED & PAINTED)
•
"x2 "P.T.
3 5/8" -25GA. MTL. BASE TRACK,
1 WD. EDGE PLATE 5/8" GYPSUM BOARD ON
ATTACHED ALONG FIN. FLR. W/ #12
W/ 3 �� -25GA. DRIP -PLATE MTL. CHANNEL FURRING 0 16 "O.C.
S.T.S. ® 12 "O.C.
2 "x6" FASCIA BOARD (TYP.)
"x4"
1 FI RESTOP (TYP.)
3/8" RIB -LATHE SOFFIT & STUCCO
1St. /2nd. F.F.E.
MASONRY — INTERLOCKING DETAIL
(MATCH EXT. FINISH OF BLDG.)
8 "x "12" CONC. TIE BM. W/4 #5 BARS CONT.
4" CONT. LOUVERED VENT ALONG & ANCHORS STRAPS SET ® EA. TRUSS.
SOFFIT PERIM. OF RESIDENCE PROVIDE #3 TIES, 4 ® 12" @ CORNERS &
BALANCE ® 48 ", MIN. 2 #5, 5' CORNER BARS
2„ x4 P.T. WD. NAILER, SECURE BENT 30" EACH WAY (TYP.)
TO MASONRY W/ POWER ACTUATED 12 O.H.
TYP INT. WALL SECTION
FASTENERS @ 24 "O.C., TRUSS - CLIP„
WD. NAILER PROVIDED ONLY AS REQ'D.
#3 STIRRUPS AT 12 "O.C. FOR
BY TRUSS MANUF.
DROPS EXCEEDING 24" OR Q
OPENINGS WIDER THAN 60" a
ONE #5 BAR IN CONC. FILLED CELL
°
4' -0" O.C. (TYP., THROUGHOUT)
.
5/8" STUCCO (2 COATS) --
ON CONC. BLOCK WALL
4 I
° J
8"
� EXTEND DROP OF BM.
d
8" BEYOND SIZE OF
4�•
° OPENING AT ECH. END
a
1 5/8" J.O.
A
1/2" GYPSUM WALLBOARD
(FINISH AS INDICATED) C14
ADD
WD. CASING
BARS( FOR F EVERY
8" OF DROP
ONE #5 BAR IN CONC. FILLED CELL
INTERIOR DOOR
® 4' -0" O.C. (TYP., THROUGHOUT)
00 00 3 5/8"
1/2" GYP. BOARD ON 1"x2" P.T. FURRING
� MTL. STUD
DROP BEAM AT
STRIPS W /R -5.0 WALL INSULATION
WD. SHIM
WINDOW OR DOOR TYP. OPENING FOR
(PAINT PER OWNER'S SPECS.)
� •
WINDOW, DR. OR S.G.D.
8 "x16" CONC. BLOCK WALL (TYP.)
(SEE FLOOR PLANS)
W/ LADDER TYPE HORZ. REINF.
EVERY (2) COURSES (TYP.)
1 "x4" BASE 4 CONC. SLAB W/ 6x6 ,
2 "x4" WD. STUD _j
W1.4xW1.4 W.W.M. CONT., PROVIDE
3/4" 1/2"
MOULDING EXPANSION JOINT AROUND PERIM.
FIN. FLR. ELEV.= 0.00
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: _ — I II— III —I I
—I L
DROP —BEAM REINF. DETAIL
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WELL COMPACTED FILL
PROVIDE VAPOR BARRIER
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•."
INTERIOR JAMB DETAIL
> °` .•' � NOTES
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TYP. DOOR BUCK
UPON VISUAL INSPECTION & RATIONAL ANALYSIS, EXIST. SOIL
12 "x24" STEMWALL CONC. FTG. CONDITIONS IN FIELD & UPON EXIST. CONDITIONS, EXIST. SOIL
2 "x4" P.T. WD. BUCKS ATTACHED WITH TAPCONS,
"x2 ",
W/ 3 #5 BARS CONT., PROVIDE 24„ CAN OBTAIN A BEARING CAPACITY OF 2500 PSF.
3/16 3/4 SPACED 7" FROM TOP AND
WOOD CASING BOTTOM CORNERS (EDGES) & MAX. 13" O.C.
1 #4 TRAYS. @ 48" O.C.
1 'x2" P.T. FURRING FOR REMAINING. DOOR FRAME TO BUCK
W/ 1/2" DRYWALL ATTACHED W/ WD. SCREWS, MIN. EMBEDMENT
".
FILL UNDER ALL SLABS SHALL BE CLEAN SAND & COMPACTED TO A MIN. 95% MAX. DENSITY
INSUL SHALL BE 1 1/4
AS PER ASTM D -1557, CONTRACTOR TO VERIFY AFTER COMPACTION
NZ888M88mmm8mt DOOR STOP
ALLOWABLE SOIL BEARING PRESSURE 2000 P.S.F.
SCALE: 3/4 " =1' -0"
TOP STEEL.
EXT. DOOR (SEE DOOR SCHED.)
PT BRICK MOLDING W /81D FINISH MlAM1
TYPICAL PERIM. WALL SECTION
NAILS @ 8" O.C. CITY of sou
CAULKING BUILDING DEPT.
STUCCO ON CONC. BLOCKWORK C-TURAL SECTION
FILLED CELL (SEE FOUNDAT'N P
TYP. DOOR JAMB DETAIL --�-
kPPROVED BY.
SCALE: N.T.S.
PRE - ENGINEERED WOOD
A HORIZONTAL MEMBER
ROOF TRUSSES ®24" O.C.
FILLED CELL SEE FOUNDAT'N PLAN
( )
BOTTOM STEEL.
SECURELY FASTENED TO NOT
BATT INSULATION
CONC. BEAM OR
G.W.B. TYP. WINDOW BUCK
LESS THAN TWO STUDS SHALL BE
(SEE ROOF DETAILS
FOR THICKNESS)
CONC. TIE BEAM.
#3 HOOPS. SEE
WIND. SILL
1 'x4" P.T. WD. BUCKS ATTACHED W/ POWER
INSTALLED FOR THE
REFER TO BEAM
SCHEDULE FOR COL. SCHEDULE
ACTUATED NAILS 0 4" FROM ANY CORNER
ATTACHMENT OF WALL HUNG
STIRRUP SIZES FOR SPACING.
& 16 „ O.C. FOR REMAINING. WINDOWS ANCHORED
CABINETS AND PLUMBING
AND SPACING.
CONC. BLK. :..::, d' THRU T INTO MASONRY INTOYCONC3 /16” TAPCONS,
FIXTURES AS PER F.B.C. 2004
.�.
R4411.45.13
CONC. COLUMN OR
' •° NOTE: P.T. WINDOW BUCKS MUST EXTEND FULL
w-A--k
CONC. TIE COLUMN.
WIDTH OF WINDOW FRAME
CABINET
LOCATIONS 25 GA. METAL
ALBOARD
/2" PLYW'D
STUCCO CAULK (SHIM ERIFY SIZE OF ROUPH OPENING W/ MFGR. & Al
STUDS @ 16" C.C.
BACKER
SPACE OF 1 8 PER SIDE IS ACCEPTABLE
/ j
AS PER S. F.B. C. (REFER TO
PLANS FOR SIZE)
TYP. WINDOW JAMB DETAIL
CONT.
COLUMN TO BEAM DETAIL
SCALE: N.T.S.
BLOCKING ATTACHED TO
BL
ROOF TRUSSES
SCALE: N.T.S.
5/8" TYPE "X" DRYWALL
WALL —HUNG CABINETS
ATTIC ACCESS
REINFORCEMENT DETAILS
TYP. JAMB & WD. BUCK DETAIL
REVISIONS
BY
10- 15 -09, REV.
PER STRUCT.
CW.
C.R.W.
JOB
AU -0943
SHT
S -2
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DATE
AUG., 2009
SCALE AS NOTED
BY
C.R.W.
JOB
AU -0943
SHT
S -2