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GRADE TO DECK SURFACE:9'-6"± Q
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ALLOW A 4"SPHERE TO / `\ c m
PASS THROUGH/UNDER RAIL.
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2x4 BOTTOM RAILS 6' Z W
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j TREATED 2x8 DECK JOISTS 16"O.C. _ I j ````��,,��o�, '.Y^.�„• � ,��'
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A CONCRETE o %"=V-0"(U.O.N.)
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12"DIAMETER x 36” THIS DRAWING
RELEASE DATE:
j a DEEP CONCRETE OVER \ 10-07-14
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4"BED OF#57 STONE(TYP.) REVISIONS:
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AND BEAM SCALE:
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THIS DRAWING
1. ALL MATERIALS SHALL BE NO.2 OR PT RELEASE DATE:
SOUTHERN YELLOW PINE. 10-07-14
REVISIONS:
2.ALL MATERIALS SHALL BE TREATED -
FOR EXTERIOR USE. _
3.44 POST SHALL BE TREATED FOR
GROUND CONTACT.
4.ALL NAILS SHALL BE HDG. DRAWN
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PLAN -STAIRCASE FRAMING. S-2
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DESIGN SPECIFICATIONS: GENERAL NOTES:
Project has been designed in accordance with the 2010 Florida Building Code, 1. The scope of these plans is limited to the structural requirements of this project. of o of
Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC),waterproofing,
DESIand flashing requirements are not addressed in these plans. -
GN CRITERIA: -
2. It is the intent of the Engineer of Record (Engineer)that this work be performed in
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type -
f Basic Wind Speed: 130 mph of construction and occupancy. E
Building Risk Category: II
Wind Exposure: C (Open Structure) 3. The contractor is responsible for the means and methods of construction. It is the E
Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary =
Building Type: Type V Construction Yp t uction bracing as to insure the safety of the building and its component parts during E...
Wind-Borne Debris: NOT located in the wind-borne debris region construction. - w w
Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to _ O m ~
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owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. 3 QZ
determination of grade elevations, drainage featurel, and special requirements w
associated with FEMA flood hazard and/or DEP zo es. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, = z a _N
plates, openings, sleeves, hangers, slab depressions, or other components as may be w w
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DESIGN DEAD LOADS: required to attach and accommodate other work.
Floors: 6. All details and sections shown on the structural drawings are intended to be typical - W
The design floor dead load of 12 psf assumes a floo system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except U
wood subflooring over wood truss, wood I-joist, ors lid sawn lumber framing. The floor where indicated otherwise.
covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be F--i
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notified if the floor coverings differ from the noted as umptions ,7. Refer to the structural drawings for all structural details and sections. The contractor o N }LL
shall contact the Engineer for clarification in cases of conflict between the structural
DESIGN LIVE LOADS: drawings and any drawings prepared by others prior to commencing work. E P"j
Floors: CONCRETE: T w o Z Z
Exterior Decks: 40 psf o � Z
Stairs: 40 psf(or 300 lb poi it load) 1. All concrete work shall be in accordance with "Building Code Requirements for E Z
All Other Areas: 40 psfO
Structural Concrete,"ACI 318-08,and "Specification for Structural Concrete,"ACI 301 0
DEFLECTION CRITERIA: 2. All concrete shall have the following minimum compressive strength at 28 days: ,�u,ucnu 1A, W
Slabs on grade, footings, and misc. concrete: fc=2500psi
Floors: '�d'�•,,,��
Structural slabs, walls, beams and columns: fc=3000psi ''(,�;.•°"' j
Live Load: L/480 * Designated radon zones only-all concrete: fc=3000psi
Total Load: L/240* I 'i
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Increased floor stiffness may be required by floor covering manufacturer 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) ` 'co I �_ -
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4. Aggregate shall conform to "Specification for Concrete Aggregates"(ASTM C33) e`yG;•t� 6 9 =�
HARDWARE AND ANCHORS:
5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts,organic s'�7��,'•. a .•'®��'
1. All framing anchors and connectors shall be manfactured by Simpson Strong-Tiematerial or other substances that are deleterious to concrete or steel reinforcement.
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United Steel Productspprov d Engineer, or USP En a equal
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WOOD FRAMING: m W LL
2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM W
F1554, Grade 36. 1. All wood framing has been designed in accordance with "National Design Specification o Z o
(NDS)for wood construction,"2005 edition. _ ¢ o 0
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3. All metal connectors and hardware which are expc sed to the exterior or in contact a
with ACQ pressure treated lumber shall be Type 3 6 stainless steel or galvanized per 2 All wood members exposed to weather or in contact with masonry, concrete or soil
ASTM A153, Class C, or ASTM B695, Class 50. shall be treated with an appropriate preservative suitable for the exposure conditions. E SCALE:
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4. Anchor adhesives shall be either SET-XP or AT-'XI) by Simpson Strong-Tie(with 3. If ACQ treatment is used on any wood member, then all nailing shall require THIS DRAWING
galvanized ass , or STM B695, Class 50. d
Florida Product Approval)and installed according t hot-dippedalvanized nails meetingASTM AlA153ClCARELEASE DATE:the manufacturer's instructions. 10-07,14
Holes shall be cleaned of all debris and brushed OL t prior to installation of anchor If borate treatment is used then galvanizing is not required.
adhesive. REVISIONS:
4. Guardrails, handrails, and guard in-fill components(Balusters and Panel Fillers)shall
be provided by others.
Southern Yellow Pine member design incorporates design values for all sizes and = DRAWN BY:
JCG
grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to CHECKED BY:
the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the JKH
Southern Pine Inspection Bureau (SPIB), a SHEET: