2093 BEACH AVE - ALTER. DWGS GENERAL NOTES: V LS ERG
g. All concrete slabs on grade shall be the thickness as indicated on the drawings over
1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slab shall be reinforced with ENGINEERING, INC.
Architectural civil )(site ,electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185,
„� 11481 OLD ST.AUGUSTINE RD.,SUITE#202
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiL!-r length of -2 to 2" _ X IL
complying with ASTM C 1116. The dosage amount shall bo:0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. - jhulseng@beilsouth.net
conformance with all requirements of the authorities having jurisdiction over t is type FLORIDA C.A.NUMBER:25846
of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clu+n sand free of debris and
other deleterious material.Structural fill shall be compacted to a density of at least
3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM[)1557). Fill shall be treated
contractor's sole responsibility to determine the procedure,sequence,and to porary with termite poison before slab is placed.
bracing as to insure the safety of the building and its component parts during 3 4-
a, 1 3° '-
construction. 10. Footings may bear upon undisturbed soil or upon structural lill. Structural fill shall be
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density m
4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. m
commencing work.
11. The followingminimum concrete cover shall be provided for reinforcement: !! r
p
5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth r
plates,openings,sleeves, hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather
required to attach and accommodate other work. 1 Y2'Concrete not exposed to earth or weather a�;
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�" FL`PE Ng31 �
6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcingsteel in concrete shall be la sliced with the following lap-spliced g �c6E
and shall be construed to apply to any similar situation elsewhere in the workexcept minimum lengths:
where indicated otherwise. #4 bars: 21"minimum
#5 bars: 26"minimum
7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum
shall contact the Engineer for clarification in cases of conflict between the structural
drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
3
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8. It is the owner's and/or contractor's responsibility to obtain a soils exploratior report. 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have E
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel _
noted assumptions. All requirements for site preparation and soil compaction
specified in the soils report shall be followed unless more stringent requirements are WOOD FRAMING:
specified in these plans.
1. All wood framing has been designed in accordance with"National Design Specification
CONCRETE: (NDS)for wood construction,"2005 edition.
1. All concrete work shall be in accordance with"Building Code Requirements for 2. All wood members exposed to weather or in contact with masonry,concrete or soil
Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete"ACI 301. shall be treated with an appropriate preservative suitable for the exposure conditions.
2. All concrete shall have the following minimum compressive strength at 28 days: 3. If ACQ treatment is used on any wood member,then all nailing shall require
Slabs on grade,footings,and misc.concrete: fc=2500psi hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50.
Structural slabs,walls,beams and columns: fc=3000psi If borate treatment is used then galvanizing is not required.
Designated radon zones only-all concrete: fc=3000psi
3. Cement shall conform to"Specification for Portland Cement"(ASTM C150)
4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT:
HIGGINBOTHAM CUSTOM
5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic HOMES,LLC.
material or other substances that are deleterious to concrete or steel reinforcement. PROJECT:
URYANT
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
structural drawings.All reinforcing details shall conform to"Details and Detailing of (2093 BEACH AVE.)
Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural JOB NUMBER: COUNTY:
150614 DUVAL
drawings. SCALE: „
1'-0"(U.O.N.)
7. Tolerances for foundation and slab alignment as well as placement of reinforcement
o DO NOT SCALE THIS DRAWING
shall be in accordance with"Standard Tolerances for Concrete Construction and
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the ill plate. ' , y RELEASE DATE:
4 06-02-15
` a REVISIONS:
A Li La WV�
I ENVED FOR, CODE��/����;5,p�����IAN r+ ' = DRAWN BY: CMF
CITY 6 3gsCAH CHECKED BY: JKH
SEE PERM FOR ADDITIONAL
g�_ � TITLE:
E Q IRE I ,AN ON - GENERAL NOTES
I Bye I IDA SHEET:
o ®1
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
- P:904.886.2401 F:904.260.4367
- nulsong@5ellsoutn.net
FRONT
EXISTING
WAL S FLORIDA C.A.NUMBER:25846
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HEADER �MENTS:
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FLOOR LEVEL OF 3
EXISTING OVERFRAMED
FLOOR
EPDXY(1)#5 DOWEL -
ELEVATOR LAYOUT -FIRST FLOOR AT EACH FACE OF
FOOTING WITH
4"INTO EXISTING,
EMBED 6"INTO NEW
#5's @ 9"O.C.
3
7
EXISTING EXISTING
SLAB SLAB -
A SECTION - ELEVATOR SHAFT CLIENT:
S 2 - HIGGINBOTHAM CUSTOM
HOMES,LLC.
(2)2X6 — PROJECT:
II
HEADER
BRYA
NT
(2093 BEACH AVE.)
JOB NUMBER: COUNTY:
-
15-06141 DUVAL
3 SCALE: Y4" = V-0"(U.O.N.)
a DO NOT SCALE THIS DRAWING
RELEASE DATE:
NOTE: 06-02-15
REVISIONS:
TRUSS REPAIRS BY
ENGINEER OF RECORD
DRAWN BY:
AFTER DEMOLITION - CMF
CHECKED BY: JKH
TITLE
ELEVATOR LAYOUT
ELEVATOR LAYOUT-SEC®N FLOOR -
SHEET:
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