09-811-014R =VISIONS BY
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BTM. CHORD FLOOR /ROOF TRUSS
SCALE AS NOTED
BY
C.R.W.
9- GAUGE, DUR -O -WALL HORZ. -;
AU -0943
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REINF. EVERY 2nd. COURSE OF -
3 5/8 "- 25GA. MTL. TRACK,
BLOCK (LADDER -TYPE)
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ATTACHED TO UNDERSIDE OF
-
FLOOR AND /OR ROOF TRUSS /JOIST
"O.C.
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W/ #12 S. II .S. @ 12
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5/8" CDX PLYWOOD TO BE USED AS ROOF DECKING, FOLLOWED W/ TAR
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PAPER & DECORATIVE ASPHALT SHINGLES, BASE ANCHOR SHT. TO BE #30 FELT
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LAPPED 2" & TURNED UP, VERT. SECTIONS A MIN. OF 4 ".
DECKING NAILED 4" O.C. ALONG EDGES & 4" O.C. ON INTERMEDIATE LINES
IN (1) #5 VERT. BAR, IN FILLED
W/ 8d. RING -SHANK NAILS.
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BLOCK CELL, REFER TO FOUND.
BASE COURSE SHALL BE NAILED W/ NON- CORROSIVE SMOOTH SHANK
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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 @ 6" O.C. IN DIRECTIONS
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OF ROLL & 12" O.C. ACROSS WIDTH OF ROLL.
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PRE - FABRICATED ROOF TRUSS @ 24" O.C.
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ANCHOR ECH. TRUSS AS REQ'D.
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ENGINEERED
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8 "x8 "x16" CONC.
3.5:12 TRUSS WD TRUSSES
MASONRY UNITS
@ 24 "O.C.
HURRICANE STRAPS, TYP. FOR
ECH. ROOF TRUSS R -30 BATT INSULATION
3 5/8" -25GA. MTL. STUDS
0
(REFER TO TRUSS DWGS.)
@ 16 "O.C., W/ ONE (1) LAYER
OF 1/2" GYPSUM WALLBOARD
T.O.B. 8' -1" A.F.F.
BOTH SIDES (FINISHED & PAINTED)
•
3 5/8" -25GA. MTL. BASE TRACK,
1 "x2" P.T. WD. EDGE PLATE 5/8" GYPSUM BOARD ON
ATTACHED ALONG FIN. FLR. W/ #12
W/ 3" -25GA. DRIP -PLATE ° MTL. CHANNEL FURRING @ 16 "O.C.
S.T.S. @ 12 "O.C.
2 "x6" FASCIA BOARD (TYP.) 1 "x4" FIRESTOP (TYP.)
1st. /2nd. F.F.E.
3/8" RIB -LATHE SOFFIT & STUCCO
BLOCKWALL R 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.
C,
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
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FASTENERS @ 24 "O.C., TRUSS - CLIP„
WD. NAILER PROVIDED ONLY AS REQ'D.
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#3 STIRRUPS AT 12 "O.C. FOR
BY TRUSS MANUF.
DROPS EXCEEDING 24" OR °
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OPENINGS WIDER THAN 60" a
ONE #5 BAR IN CONC. FILLED CELL
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@ 4' -0" O.C. (TYP., THROUGHOUT)
.
5/8" STUCCO (2 COATS)
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ON 8" CONC. BLOCK WALL
EXTEND DROP OF BM.
8" BEYOND SIZE OF
° OPENING AT ECH. END
4
1 5/8" 1 1 J.O.
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12" GYPSUM WALLBOARD _ 1 /g °�
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(FFINISH AS INDICATED)
WD. CASING
BARS( FOR EVERYF
8" OF DROP
ONE #5 BAR IN CONC. FILLED CELL
INTERIOR DOOR
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@ 4' -0" O.C. (TYP., THROUGHOUT)
_ _
00 ao 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 OWNERS SPECS.)
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WINDOW, DR. OR D
8 "x16" CONC. BLOCK WALL (TYP.)
FLOOR PLANS)
(SEES FL
W/ LADDER TYPE HORZ. REINF.
EVERY (2) COURSES (TYP.)
A
\
4" CONC. SLAB W/ 6x6
"x4"
2 "x4" WD. STUD _j
1 BASE 10/10 W.W.M. CONT., PROVIDE
3/4" 1 /2 "
MOULDING
EXPANSION JOINT AROUND PERIM.
FIN. FLR. ELEV.= 0.00
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DROP-BEAM REINF. DETAIL
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WELL COMPACTED FILL
PROVIDE VAPOR BARRIER
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INTERIOR JAMB DETAIL
° NOTES
TYP. DOOR BUCK
UPON VISUAL INSPECTION & RATIONAL ANALYSIS, EXIST. SOIL
2 "x4" P.T. WD. BUCKS ATTACHED WITH TAPCONS,
12"x24" STEMWALL CONC. FTG. CONDITIONS IN FIELD & UPON EXIST. CONDITIONS, EXIST. SOIL
3/16 "x2 3/4 ", SPACED 7" FROM TOP AND
W/ 3 #5 BARS CONT., PROVIDE 24„ CAN OBTAIN A BEARING CAPACITY OF 2000 PSF.
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
".
INSUL SHALL BE 1 1/4
FILL UNDER ALL SLABS SHALL BE CLEAN SAND & COMPACTED TO A MIN. 95% MAX. DENSITY
AS PER ASTM D -1557, CONTRACTOR TO VERIFY AFTER COMPACTION
nnnMm 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 /8D FINISH
NAILS @ 8" O.C. �;t�MI;
TYPICAL PERIM. WALL SECTION
CAULKING DEPT.
STUCCO ON CONC. BLOCKWORK
RUCTURAL S�CTIQN
FILLED CELL (SEE FOUNDAT'N PLAN)--,t'
TYP. DOOR JAMB DETAIL
SCALE: N.T.S. =1
0 6TF-
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
CONIC. 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
D. SILL
1"x4" P.T. WD. BUCKS ATTACHED W/ POWER
INSTALLED FOR THE
REFER BEAM COL. SCHEDULE
SCHEDULE
ACTUATED NAILS @ 4" FROM ANY CORNER
ATTACHMENT OF WALL HUNG
STIRRUP SIZES FOR SPACING.
& 16" O.C. FOR REMAINING. WINDOWS ANCHORED
CABINETS AND PLUMBING
AND SPACING.
THRU WD. BUCK INTO MASONRY W/ 3/16" TAPCONS,
CONIC. BILK. d dl MIN. EMBEDMENT 1 1/4 INTO CONC.
FIXTURES AS PER F.B.C. 2004
CONC. COLUMN OR
'.�. NOTE: P.T. WINDOW BUCKS MUST EXTEND FULL
84411.45.13
CONC. TIE COLUMN.
'' WIDTH OF WINDOW FRAME
CABINET
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LOCATIONS �25 GA. METAL
5/8" TYPE 'X' DRYWALL ON
STUCCO CAULK G
CSHIM SPACE OF 81%8' PEOR ESIDE IS /ACCEPTABLEA)
STUDS @ 16 C.C.
1/2" PLYW'D BACKER BOARD
AS R TO
S(REFER
PLANS FOR
TYP. WINDOW JAMB DETAIL
COLUMN TO BEAM DETAIL
SCALE: N.T.S.
BLOCKING ATTACHED TO
ROOF TRUSSES
SCALE: N.T.S.
5/8" TYPE "X" DRYWALL
WALL -HUNG CABINETS
ATTIC ACCESS
REINFORCEMENT DETAILS
TYP. JAMB & WD. BUCK DETAIL
R =VISIONS BY
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DATE
AUG., 2009
SCALE AS NOTED
BY
C.R.W.
JOB
AU -0943
SHT
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DATE
AUG., 2009
SCALE AS NOTED
BY
C.R.W.
JOB
AU -0943
SHT
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