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Principal Engineer. Louie Gabriel PE
1 419 Sophia Terrace
Saint Augustine, Pi. 32095
Ph # (904) 983 1935
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Concrete Ddveway-Cmu Black Retaing walls
1291 Beach Ave. Atlantic Beach R.
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Principal Engineer. Louie Gabriel PE
1 419 Sophia Terrace
Saint Augustine, Pi. 32095
Ph # (904) 983 1935
3I2 s I'z0 v3t
Concrete Ddveway-Cmu Black Retaing walls
1291 Beach Ave. Atlantic Beach R.
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Principal Engineer: Louis Gabriel PE
419 Sophia Terrace
Saint Augustine, Fl. 32095
Ph # (904) 982 1935
3/25/20zS
Conci ete Driveway-Cmu Block Retaing walls
'1291 Beach Ave. Atlantic Beach fl.
Sheet S. 2 of Ca
A 2"(THICK) X 32"(WIDE) CONCRETE WALL _ _-
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ILJG Engineering, InC,
Principal Engineer: Louis Gabriel PE
419 Sophia Terrace
Saint Augustine, Fl. 32095
Ph # (904) 982 1935
3IZ5/2o23
Concrete Driveway.Crnu Black Retaing walls
1291 Beach Ave. Atlantic Beach Fl.
Sheet S. S o1 fo
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4. •�� Principal Engineer: Louis Gabriel PE
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Saint Augustine, F1. 33095
• Ph # (904) 982 1935
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LJG Engineering, Inc.
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r Principal Engineer. Louis Gabriel PE
No -'r;-76 419 Sophia Ten -ace
OV% Saint Augustine, Fl, 32095
Ph N (904) 982 1935
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Concrete Driveway -emu Block Retaing walls
1291 Reach Ave. Atlantic Beach Fl.
Sheet S- 6 oF6
Design Criteria
1. Live Loads (Per Section 1607 of FBC 2020)
Deck ........... 60 psf
2. Dead Loads Per Section 9606 of FBC 2020
Concrete.... 150 lbsl cubic ft ........ CMU block....68 Ibsl sq. ft.
3. Wind Loads Per Section 1609 of FBC 2020
Ultimate Design Wind Speed, Valt=130 mph, Wind Exposure "D", Disk
Category "ll" Open Structure.
Foundations:
General Structural Notes.
1. It is the intent of the Engineer that this work be
in conformance with all requirements of the authorities
having jurisdiction over this type of construction and
occupancy. All Contractors shall do their work in
conformance with all applicable codes and regulations.
2. The Contractor shall verify all conditions and
dimensions at the job site prior to commencing work.
3. Contractor shall supply, locate and build into the
work all inserts, anchors, angles, plates, openings,
sleeves, hangers, slab depressions, and pitches as may
be required to attach drawings and accommodate other
work.
4. All details and sections shown on the drawings are
intended to be typical and shall be construed to apply
to any similar situation elsewhere in the work except
where a different detail is shown.
5. Subsurface soil condition information is not
available. Foundations are designed for 2000 psf soil
bearing capacity. Contractor shall report any differing
conditions to the Designer prior to commencing work.
6. It is the Contractor's sole responsibility to
determine erection procedure and sequence to insure the
safety of the building and its component parts during
erection.
CONCRETE MASONRY:
1. The following codes and specifications apply;
a) ACI 5301 ASCE 5 building code requirements for masonry structures.
b) ACI 530.11 ASCE 6 specifications for masonry structures.
2. Concrete masonry units shall be load bearing type conforming to ASTM C-90, Type
2, having a minimum compressive strength of 1900 PSI (net arca). Sec architectural
drawings for fire rating requirements.
3. kill cells as noted on drawings with coarse grout conforming to ASTM C-476 having
a slump range of 9" +/-111.
4. Provide galvanized wiretrusstype horizontal joint reinforcing at 16" OC. (9 Gage
durawall minimum) unless noted otherwise. Provide prefabricated tee, corner ,joint
reinforcing.
5. The beams cast on masonry walls shall be constructed so to key and bond into block
cells. The use of building paper or sheet plastic to close to voids below is not allowed.
6. All masonry walls shown on the structural drawings have been designed to resist the
require code vertical and lateral forces in the final constructed configuration only. It
is the responsibility of the contractor to brace the walls for vertical and lateral loads
that could possibly be applied prior to completion of connections at floors or roof
framing levels.
7. Fall reinforcing is continuous from foundation to top of wall UNO.
8. Use ASTM C-270 type M or S mortar with minimum compressive strength firm =
1800 psi at 28 days.
No.39476
f
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US Engineering, Inc,
Principal Engineer. Louis Gabriel PE
419 Sophia Terrace
Saint Augustine, Fl. 32095
Ph # (904) 982 1935
3/ 2 5/ Z 013
Concrete Oriveway-Crnu Block Retaing walls
1291 Beach Ave. Atlantic Beach Fl.
l rllNlaV E Sheet S- 6 of ro