HomeMy WebLinkAboutPlan, interiorT SURFACE MOUNTED LIGHT FIXTURE
O EXHAUST FAN OUTLET
DUPLEX OUTLET .g} SWITCH
NOTE RECEPTACLES IN KITCHEN & BATH AREAS TO BE 48" AF.F.
ALL 120V SINGLE PHASE 16 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 16 & 20 AMP BRANCH CIRCUITS
Existing Lay.
Location. No
changes to
the existing
plumbing
New
New 3"
drain —
Exist.
Assumed Existing
WC drain lines —
under slab
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Assumed
Vent thru
Roof
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pone, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
GENERAL CONCRETE NOTE
Slab and foundation already exists, where
concrete must be cut, ensure the following.
Concrete shall have a minimum compressive
strength of not less than 3000 p.s.i. over
compacted, and termite treated soli.
PLUMBING NOTES:
duct Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Soffit
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1/4" per
foot minimum.
All sanitary lines above 2" shall have a slope of 1/8" per
foot minimum.
Ren
scale, 1/4°9 ® 19_099
TERMITE TREATMENT REQUIRED
THESE PLANS AND ALL PROPOSED WOFi<.
" ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
". MAYBENECESS;RY,INPQ DER -TO 1`
COMPLYWIITH ALL'APPLICABLE CODES.
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PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE BLADE.
Existing Interior
(Non) Bearing
walls to be
removed
Remove and
Relocate the
Existing WC
isting Window
Remain
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
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GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project„ unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included In the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
STRUCTURAL NOTES:
All wood in contact with masonry shall be pressure treated or approved
separating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc`) in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.i.
All wood members shall have— minimum fiber stress In bending
of 1200 p.s.i. with 1/360 max. deflection.
Project Name: XXXX
Street Address: 7671 Charleston Way
City: Port St. Lucie
County: St. Lucie
State: Florida
110
1111111
RBI SIII =1
No changes to the existing HVAC
system within this project.
5th Edition Florida Building Code: Residential
5th Edition Florida Building Code: Existing 'Buildings
Alteration Level II
2011 National Electric Code NFPA 70
Wall Key
New Frame Walls
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Existing Walls to
be Removed
Existing Walls
to Remain
----------
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date
1/23/17
scale `
as noted
job number
17001
sheet
A-1