HomeMy WebLinkAbout0969.97.9EAVE
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ROOF PLAN
SCALE:
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METAL ROOF RAKE
3n Loads: L
CONTINUOUS RIDGE VENT
40 PSF LIVE LOAD i ASPHALT SHINGLES W/ #30 BUILDING PAPER
10 PSF DEAD LOAD ON 1/16" ROOF SHEATHING W/ SPACERS
30 PSF LIVE LOAD
10 PSF DEAD LOAD PRE -END WD. TRUSSES o 24" O.G.
CONFIGURATION BY TRU55 MANUFACTURER
3n Loads:
INSULATION AS REQUIRED
CARPENTER SHALL CAREFULLY LAY OUT AND
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ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
NG, SHEATHING, AND BRIDGING. ALL MEMBERS
5EAMLE55 ALUMINUM GUTTER
BE PROPERLY PLUMBED, LEVELED, AND BRACED
�,I_ W/ DOWN SPOUTS ON Ix6 FASCIA
N,LL 5TRUCTURAL CONNECTIONS ARE IN PLACE.
= IGIENT NUMBER OF NAIL5, 5GREW5, AND BOLTS
BE USED TO INSURE THE RIGIDITY OF THE
RUGTION.
WIND BRAGING o
EXTERIOR GORNERS
AMIN6 LUMBER SHALL CONFORM WITH NATIONAL
PROVIDE FREEZE BOARD
4 5PEGIFIGATIONS FOR 5TRE55 GRADE LUMBER
AS SHOWN ON ELEVATIONS
"5 FASTENINGS.
i AND ALL OTHER-
2 DOUGLA5 FIR LARCH OR YELLOW PINE
Fb = 1450 psi
BRIGK W/ AIRSPAGE
FG = 1000 p51
Q
518" EXTERIOR SHEATHING
E = 1,760,000 pdi
3 I/2" (R1�II) BAT INSULATION
L FIRST FLOOR 51LL PLATES, GRAWL SPACE
ON 1/2" DRYWALL
NG, AND 5TRUGTURAL MEMBERS EXPOSED TO
ER SHALL BE WOLMANIZED PRE55URE TREATED.
OF TRUSS DESIGN, SPECIFICATION, AND ERECTION
=DURE TO BE SUPPLIED BY THE TRU55 MANUFACTURER.
'RO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 ps1
FINISH FLOOR
Fr, = 2'700 p51
ON -f /8" TtG —�
E = 2,000,000 psi
SPLASH BLOCK
OVIDE DIAGONAL BRAGING AT ALL EXTERIOR
TJI FLOOR JOIST
FINISH GRADE TO VARY
oNMING OVER GIRDER AND BEARING PARTITIONS.
- - - --
5 MAY BE BUTTED TOGETHER OVER THE CENTER
NO, PROVIDE JOISTS ARE TIED TOGETHER, OR
.n
i MAY BE LAPPED AND NAILED TOGETHER.
'
MM LAP, 4 INGHE5; MAX. OVERHANG, 12"
FOR JOISTS SHALL BE DOUBLE UNDER EACH
PARTITION.
_LEL
°•
10" POURED GONG. WALL
IDLIN(5. MAXIMUM 5PAGING 10'. BRIDGING SHALL
W/ WATERPROOFING o EXTERIOR
oSSBRIDGIN6 USING Ix3 INCH BOARDS OR SOLID
,ING OF J015T DIMENSION. SET 50LID BRIDGING
g
'°
OFFSET FASHION.
ALL 4 PARTITION FRAMING. UNLESS OTHERWISE
e
d SPACE STUDS 0 16" O.G. DOUBLE STUDS AT
`
qG5. CONSTRUCT PARTITION CORNERS WITH NO
THAN 3 FULL MEMBERS. WALLS AND BEARING
TION5 SHALL HAVE DOUBLE TOP PLATES.
:5 RESTING ON MASONRY OF GONGRETE SHALL BE
)RED WITH BOLTS.
4" GONG. SLAB
'
4 "^- DRAIN TILE SET IN 12"
UE 5UB -FLOOR USING REGOMMENDED ADHESIVE,
ON 4 :: PEA GRAVEL BED
PEA GRAVEL BED
' GLUE BEAD TO FRAMING AND ALONG PANEL
*
MIN. 2" BED -4" DOVER
E EDGES, NAIL W/ IOD NAILS ® 12" O.G.
° •• •: �•.
ZOVIDE NAILER5, NAILING STRIPS, AND GROUNDS
a
p �
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20 "xlo" GOVT. GONG. SPREAD FT'G.
GE55ARY AND RIGIDLY SECURE IN PLACE FOR
CONTINUOUS KEYWAY AND
;HMENT OF TRIM, FINISH, AND OTHER WORK.
(2) - #5 � -BARS CONTINUOUSLY
(2
)1ST HANGERS ® ALL FLUSH BEAMS SHALL BE MIN.
T)"P. NALL SEGTION
LV. STEEL, AND PROPERLY 51ZED TO ACCEPT
SCALE I/2 " =1' -O"
5
GIRL
SEGT ION I USI I/2"
_ TRUSS "H"
SCALE: 1/8" = 1' -0"
GIRDER TRU55 "J"
ROOF FRAMINCB PLAN �N
5GALE: 3/16 " = I' -O" q
251-0"
TRUSS "E" TRUSS "D"
12
8 �&0
zo_\�
= HANGER
Q Q LIBRARY
P'DER
SECT I ON 1B
SCALE: 1/8" = 1' -0"
(2) 2x12
TRUSS
HANGER
BATH BEDROOM #4
GARAGE
251 -0"
T 10 N 2 TRUSS "G"
•
'N
Y
GARAGE
SGT I ON :::?,
GALE: 1/8" = 1' -0"
SEGTION 5.
SCALE: 118" = 1' -0"
2-71-411
TRU55 "G"
12
,�,, I8
OL05ET
4
LAUNDRY HALL MASTER SUITE
MEGH
a��ll 12a
BEDROOM #4
SECTION 4
Q
N
4
REG. ROOM
27' -4"
TRUSS "G"
Q
CLOSET HALL CLOSET BATH
MEGH.
STORAGE
REG. ROOM
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