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`— METAL ROOF
in Loads:
40 PSF LIVE LOAD
10 PSF DEAD LOAD
30 PSF LIVE LOAD
10 PSF DEAD LOAD
3n Loads:
CARPENTER SHALL CAREFULLY LAY OUT AND
ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
N6, 5HEATHIN6, AND BRIDGING. ALL MEMBERS
BE PROPERLY PLUMBED, LEVELED, AND BRACED
\LL STRUCTURAL CONNECTIONS ARE IN PLACE.
=1GIENT NUMBER OF NAILS, SGREWS, AND BOLTS
BE USED TO INSURE THE RI61 D I TY OF THE
RUCTION.
WIN6 LUMBER SHALL CONFORM WITH NATIONAL
,4 SPECIFICATIONS FOR STRESS GRADE LUMBER
"S FASTENINGS.
i AND ALL OTHER:
.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = 1,760,000 pdi
L FIRST FLOOR SILL PLATES, GRAWL SPACE
N6, AND STRUCTURAL MEMBERS EXPOSED TO
IER SHALL BE WOLMANIZED PRESSURE TREATED.
,OF TRUSS DE516N, SPECIFICATION, AND ERECTION
=PURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
,RO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 psi
Fr, = 2700 psi
E = 2,000,000 psi
'.OVIDE DIAGONAL BRACING AT ALL EXTERIOR
.RS.
AMINE OVER GIRDER AND BEARING PARTITIONS.
5 MAY BE BUTTED TOGETHER OVER THE CENTER
N6, PROVIDE JOISTS ARE TIED TOGETHER, OR
5 MAY BE LAPPED AND NAILED TOGETHER.
)M LAP, 4 INCHES; MAX. OVERHANG, 12"
OOR JOISTS SHALL BE DOUBLE UNDER EACH
LLEL PARTITION.
:I >&INO. MAXIMUM 5PAGIN6 1O'. BRIDGING SHALL
:055BRID61N6 U51N6 Ix3 INCH BOARDS OR SOLID
�IN6 OF JOIST DIMENSION. SET SOLID BRIDGING
OFFSET FASHION.
ALL 4 PARTITION FRAMING. UNLESS OTHERWISE
N SPACE STUDS ® I6" O.G. DOUBLE STUDS AT
NOS. CONSTRUCT PARTITION CORNERS WITH NO
THAN 3 FULL MEMBERS. WALLS AND BEARING
ITIONS SHALL HAVE DOUBLE TOP PLATES.
=5 RESTING ON MASONRY OF GONGRETE SHALL BE
PREP WITH BOLTS.
_UE SUB -FLOOR USING RECOMMENDED ADHESIVE,
Y GLUE BEAD TO FRAMING AND ALONG PANEL
'E ED6E5, NAIL W/ IOD NAILS ® 12" O.G.
ROVIDE NAILERS, NAILING STRIPS, AND GROUNDS
GE55ARY AND RIGIDLY SECURE IN PLACE FOR
GHMENT OF TRIM, FINISH, AND OTHER WORK.
DIST HANGERS ® ALL FLUSH BEAMS SHALL BE MIN,
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DN 12/12
fY G�
DONN 12/1
ROOF PLAN
SCALE: 5/16"=I'-O"
INSULATION AS REQUIRED
HIND BRAGING
EXTERIOR CORNERS
FINISH FLOOR
ON 7/8" TbG
II -7/8" 1- J015T (5PAGIN6 VARIES)
4" GONG. SLAB N/
ASPHALT 5HIN&LE5 N/ #30 BUILDING PAPER
ON 112" ROOF 5HEATHIN6 N/ SPACERS
PRE -ENE ND. TRU55E5 ® 24" O.G.
GONFI6URATION BY TRU55 MANUFAGTURER
SEAMLE55 ALUMINUM GUTTER
Z— N/ DOWN SPOUTS ON Ixb FASCIA
PROVIDE FREEZE BOARD
A5 SHONN ON ELEVATIONS
BRICK H/ AIRSPACE
5 /6" EXTERIOR 5HEATHIN6
W 2x4 ND. STUDS ® 16" O.G.
3 1/2" (R -13) BATT INSULATION
ON 1/2" DRYNALL
SPLASH BLOCK
FIN15H GRADE TO VARY
O
5" POURED GONG. HALL
N/ NATERPROOFIN6 ® EXTERIOR
4 "— DRAIN TILE SET IN 12"
PEA GRAVEL BED
MIN. 2" BED -4" GOVFP.
20 "x10" GONT. GONG. SPRF^I-) FI'r,.
N/ GONTINUOUS KEYNAY A11D
T"rP. NALL SEGTION. (2) - #5 RE -BARS CONTINUOUSLY
/=r =M A AAC
SCALE: 1/8" = 1' -0'
SCALE. 1/6" 1' -0" "- -
17' -3 1/2" TRU55 'F'
T / 1 FOOTING
-rvi ic,c,
42-41/2" TRU55 'D'
8�
12
FOOTING
® 5TL. COLUMNS
FOOTING
® 5TL. COLUMNS
01'-W STICK FR.
PAD ` J PAD
FOOTING ^ FOOTING
® 5TL. GOLUMNS a 5TL. COLUMNS
SEGTION. O
SCALE: 1 /5" = 1' -0"
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DRAWN BY
RLH
GHEGKED BY
xx
DATE
11/19/91
SHEET NO.