HomeMy WebLinkAboutPlans, new from architect, received 7.31.20STAR PLAN
7.YPICAL NOTES. SCALE 3/8" = 1'-0"
I. Contractor to verify ALL mates and dimensons i to proceeding with work
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
S. ALL Lumber to be uaad as Beam, Rafters, etc,., to have a min. 1500 psi fiber
bending stress.
4. No disam1lar metals to touch.
5. ALL wood in contact with Concrete shall be pressure treated.
L. ALL wall dimensions are nominal and not finished well or stud dimensions.
FOEINpA710N NnTFg.
I. Arty chnngas to plars must be submitted to the architect for approval prior
to proceeding with constructron,
2. Contractor ahall be responsible for verification of all notation and dimensions
prior to start of conatruction,
3. ALL Concrete used for slabs shag be 2,SOO PSI concrete min.
4_ Sal bearing oapac)ty assumed to be 2500 par end stable. This shall be confirmed
in writing by sal testing report done by others prior to the start of any construction
m
Florida Binding Cade Residential: LTH Edition and ASCE 7.10 for Wind Leading
Bwldi%Djeatgn MEncleaed Risk Cetegorp: A Wind Spesd:�ft'a�mph ultimate
Mien eek Height("
Subjectsbrhtg to damage from. Weathering: Noalloibe, Ternstea: Vera Heavu
Wind Velocrtg €sreseure A + 41.0 PSF
Wind Expoeure Clasefrcatien: C
Shear Walls Caiuderad for Structure? NO
Continuous Load Path Provided?
Are Components an Cladding ❑eProvided7Yes
Minimum Sol gearing Praawre: 2500 Pe, Prewmptivoi ? By Test: psi
4" x 4' x 1016 SYP u2 PT Post
f' nosing
+
'0T
31
6 2D
Bolt 2' x V hnndrsil to post
through 2' x 2" blocking sing
ID 3/e' '1' carnage halt With
3/4' washer at inch pant
Rand top edge.
to comply an.h FBC R311.�.t.3
2' x 1' PT egad
picket. et 4'
atteeMd with
to rainy s"Pp-tew
4' x Q x L'd PT
SYP v2 Post
2' x4'PT
Rsitng wppart
r2 x L PT triad
.I' x 1 1 Riser
11' EI Il l
=°fie
�—1
'I I DmndL 111' da thruhdt
-;I�1 II1 III;=1.
STAIR DETAIL
Scale: a/4' = 1-0-
Bolt 2' x V PT handrail to
througgh 2" 2" bI«km worn
M Mr. x 4' cernege bait i
3/4' -.1 at each post
Ra+�d Lap edges
to amply sith FBC R31t1.1,3
2' x 1' AT mood
picket. et -Vo.c.
attsehed myth scram.
to r.i6n0 rippo,t
member
2'x4"PT
Riling support ~�
Tread
4" x 4' PT scnd post �-
Nad o
Ae
StnngOder L.a p.t �-
eng f4) Ine
Handrail Detad
Si 3/4" = I'-O"
Termite Protection For New
Construction as per F.B.C. i81L.1
CONTRACTOR TO REFERENCE P.B,C.
BUILDING ZL $ FOR FURTHUR REQUIREMENTS
Sal treetm.nt "..d for .sbterranesn termte eventmn
rude thd rosndatmn perimatar shell 6e done rtor ey
excavatiat baxkribng end compaction i. complete.
If sal arse is disturbed airt, initial chemical sal treatmerx,
area shot 6e re -treated rith a chemical -1 treatment
including apace. hand or r—d.
Treatment mwt be in ao-d.nce with 0. ri end lams
e4-0,h.d bg the Florid. Depmrt-nit of Agrc tare and
conawsa, aarv-..
a%WU noLPSna or ntniiGGIIuOM-Contvntgg
eve a inn. well thick.... of O.&
wthm the .1e6 wane a in ---
STAIRS SIDE ELEVATION
SCALE: 3/8" - 1'-0*
a r rill« rr�vly S GLCYf-t I IVf�L
SCALE: 3/1 + I'-0"
Fi;
SHEET NO:
OF I_
JOB NUMBF-R-
20-1,41
op�ytetsts
AR FM