HomeMy WebLinkAboutAbliss - 1324 Nettles - rev 9-8-20 architect drawingSTAIR FLAN
(�) risers 5) � 1/1�" high
(4) Treads 5) 11" deep
SCALE 1/2" = I'—O"
TYPICAL NOTES:
I. Contractor to verif ALL notes and dimensions prior to proceeding with work
2. Contractor to STWICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have a min. 1,500 psi fiber
bending stress.
4. No dissimilar metals to touch.
S. ALL wood in contact with concrete shall be pressure treated.
6. ALL wall dimensions are nominal and not finished wall or stud dimensions.
-4" x -4" x I'-10"d SYP 42 PT Post
2" x 6" PT Joists
Provide Simpson LUS26 Hang
0 w/ (4) IOd nails into Joist
and (4) 10d nails into Beam
Supporting 1165 lbs. max. uplift
cal
5/8" A325 Ttoubolt
9 each Beam to Post
Connection
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STAIR DETAIL
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2" x 12" PT Stringer
FRAMING PLAN
Bolt 2" x 6" handrail to post
through 2" x 2" blocking using
(1) 3/8" x T carriage bolt with
31411 washer at each post
Round top edges
to comply with FBC R311,11.3
2" x 2" PT wood
pickets at .4" O.C.
attached with screws
to railing support
member
4" x 4" x 6'd PT
SYP 42 Post
2" x 4" PT
Railing support
2 x � PT tread
I" nosing
I" x � I/W'd Riser
1/2" dia thrubolt
Scal&: 3/4' = i'—O"
42
2 PT
ung
Stainless Steel Wood
screws 9 ea. Joist
SCALE 1/2" = 1'-0"
STAIRS FRONT ELEVATiON
SCALE: 3/8" = I'—O"
STAIRS SIDE ELEVATION
SCALE: 3/8" = 1'-0"
FOUNDATION FLAN
SCALE 1/2" = 1'-0"
FOUNDATION NOTES:
I. Any changes to plans must be submitted to the architect for approval prior
to proceeding with construction.
2. Contractor shall be responsible for verification of all notation and dimensions
prior to start of construction.
3. ALL Concrete used for slabs shall be 2,500 PSI concrete min.
4. Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed
in writing by soil testing report done by others prior to the start of any construction
PERMiTTING iNFORMATiON (FORM 100)
Florida Building Code Residential: 6TH Edition and ASCE -1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate
Mean Deck Height:4'-6" to mid rail.
Sub jectabilitg to damage from: Weathering: Negligible Termites: Vero Heay4
Wind Velocity Pressure = + 4-1.0 PSF
Wind Exposure Classification: C
Shear Walls Considered for Structure? NO
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi
STRAPPING SCHEDULE
MTS 12
MTS 12 I
Simpson MTS 12 hurricane
anchor at each truss (24" o.c.)
supporting Max. 1,000 lbs.
uplift w/ (14) IOd x 1.5" nails
Bolt 2" x 6" PT handrail to post
through 2" x 2" blocking using
(1) 3/8" x 9" carriage bolt with/
3/4" washer at each post
Round top edges
to comply with FBC R3111.1.3
2" x 2" PT wood
pickets at 4" o.c.
attached with screws
to railing support
member
2" x 4" PT
Railing support
Tread
4" x 4" PT wood post
Nail Stringer to post
using (4) IOd nails
Handrail Detail
Scale: 3/4" = 1'-0"
Termite Protection for New
Construction as per F.B.C. 181L1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHUR REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backf filling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade floors shall not be of cellulose —containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a noncorrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
Digitally signed
by Daniel Braden
Date: 2020.09.08
10:49:08-04'00'
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