HomeMy WebLinkAboutPLANSGENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA
BUILDING CODE (6TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC.,
NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF
WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. RISK CATEGORY: I
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2. CODE REFERENCE: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE 7-10
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3. BUILDING DESIGN: PARTIALLY ENCLOSED
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4. MEAN ROOF HEIGHT: <=15.0'
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5. GCpi: t 0.18
6. WIDTH OF END ZONE: A = 4.0'
7. WIND SPEED: 150 MPH (Vult) 3-SECOND GUST
116 MPH (Vasd) 3-SECOND GUST
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8. WIND EXPOSURE: D
9. ADJUSTMENT FACTOR: 1.47
10. SUPERIMPOSED LOADS:
FLOOR (DEAD) 15 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 10 PSF
ROOF (TOP CHORD LIVE) 20 PSF
WALL 18 PSF
11. SHEAR WALLS WERE CONSIDERED
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12. A CONTINUOUS LOAD PATH WAS PROVIDED
13. COMPONENT & CLADDING DETAILED
14. MINIMUM SOIL BEARING
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PRESSURE IS 2,000 PSF PRESUMPTIVE
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CONCRETE NOTES:
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR
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STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
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CONCRETE.
2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3,000 PSI. UNLESS NOTED OTHERWISE.
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3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN
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VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.
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5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO
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CONFORM TO ASTM A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
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5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" &TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY
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SUPPORTED @ 3'-0" O.C. EACH WAY
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7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
7.1. CAST AGAINST EARTH: 3"
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
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8.CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE
CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS
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INVOLVED.
9, CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL
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EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE.
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10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH
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LAP. PROVIDE CORNER BARS.
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11. CONTRACTOR SHALL PROVIDE SAIN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY
OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS, SAW CUT SHALL BE 1!4 OF THE SLAB DEPTH AND SHALL
BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE
STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS
NOT UNCOMMON)
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE.
"PEAROCK" IS NOT PERMITTED FOR SLABS.
13, CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED
EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DGI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2
1.
GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH
OF 5000 PSI @ 28 DAYS.g
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH
REQUIREMENTS ARE MET.
15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI . HOOKS
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16. SOILS SHALL BE TREATED.
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557
(MODIFIED PROCTOR).
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000
PSF.
3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
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TIMBER NOTES:
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1.
ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH
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FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 6" O.C. AT PANEL EDGES
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AND 6" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS, SPACE NAILS AT 4" O.C. AT
BLOCKING.
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2.
EXTERIOR FRAME WALLS SHEATHING TO BE SHEATHED WITH 5/8" APA SHEATHING, SPECIES GROUP 1,
SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL.
PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10"
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O.C. IN THE FIELD. DECREASE SPACING PER PLAN, AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF
THE WALLS FOLLOWING THE EDGE SPACING, BACK OUT AND REMOVE ALL NAILS THAT DO NOT FULLY
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PENETRATE/MISS FRAMING MEMBERS..
3.
FLOOR SHEATHING TO BE 3/4" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE
GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES
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AND 12" O.C. IN THE FIELD.
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4.
THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW
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BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER
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BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
5.
ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN
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APPROVED SEPARATING MATERIAL.
6,
ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL
BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
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WIND LOAD DESIGN CRITERIA:
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1.
DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS.
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2.
SEE ROOF PLAN FOR ZONE LOCATIONS.
3.
OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.
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4.
MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
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2 X 6 #2 PT SYP ATTACHED
TO COLUMNS W/ (2) 1/2" S.S.
OR GALV. THRU BOLTS @ EA.
2 X 6 #2 PT SYP OVERHEAD
BOARDS ATTACHED TO
COLUMNS W! #8 X 4" S.S. OR
GALV. DECK SCREWS
4 X 4 #2 PT SYP COLUMNS
2 X 4 #2 PT SYP MEMBERS
ATTACHED W/ 4" S.S. OR
GALV, DECK SCREWS
NOTE: ALL DIMENSIONS
TO BE VERIFIED IN FIELD
2 X 4 #2 PT SYP ATTACHED TO
COLUMNS W/ (2) 1/2" S.S. OR GALV.
THRU BOLTS @ EA.
2 X 6 #2 PT SYP DECKING ATTACHED
TO COLUMNS W/ #8 X 4" S.S. OR
GALV. DECK SCREWS
WOOD COLUMNS ARE BURIED IN
CONCRETE T-6" BELOW GRADE
STRUCTURAL PLAN
SCALE: 1/2" = V-0"
WALL SECTION/ELEVATION
SCALE: 1/2" = 1'-0"
2 X 4 PT SYP BRACES TTACHED
TO FRAMING AND COLUMNS W/
(4) #8 X 4" S.S. OR GALV. DECK
SCREWS @ EA. CONNECTION
FILE COPY
00401099
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
RECEIVED
SEP 12 2019
ST. Lucie County, Permitting
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PROJ.NO.
19-2360
DATE
08/26/2019
SHEET NO.
S-1
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SHEET 1 OF 1