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36" X36" X12"2500
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TYPICAL PT 04 POSTS
SHEATHING:
SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB
1/2" COX PLYWOOD NAILING SCHEDULE:
OR 7/16" OSB 8d RANK SHANK NAILS, 6" O.C. GABLE ENDS 4" O.C.
NAILING SCHEDULE:
8d RANK SHANK NAILS. -
4" O.C. ON EDGE
6" O.C. INTERIOR
WALL SHEATHING ROOF SHEATHING
(& GABLE END SHEATHING)
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GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE
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BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83)
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AMERICAN INSTITUTE OF STEEL CONSTRUCTION
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NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2014
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EDITION AND SUPPLEMENT
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A. CONCRETE. ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD
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B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF
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CONCRETE PROTECTION FOR REINFORCING BARS: THE
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BEAMS AND COLUMNS: 1 1/2 INCHES
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C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36,
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FABRICATED AND ERECTED IN ACCORDANCE WITH AISC
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SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM
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D. LUMBER. ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2 SPF Q C) w
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NOT TO EXCEED 197. ALL FRAMING LUMBER IN CONTACT WITH jL Z 04
TYPICAL PT 8X8 POSTS CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE 0
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E. UNREINFORCED CONCRETE MASONRY: LLI MO
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UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND Lo a o o'
PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH m
DUR-O-WALL OR EQUAL, EVERY OTHER COURSE.
F. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT SHEET NO
DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED.
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TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR
SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, Lu A=3
ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID
SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR OF SHEETS
STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF
12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM ;
STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY,
ACTION AGAINST WALLS OR BUILDINGS.
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G. SECTIONS AND DE ```�\\\ PANE S�� / TAILS: ALL DETAILS, SECTIONS AND NOTES
SHOWN ON THE gRAWINGS ARE INTENDED TO BE TYPICAL AND 3
SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.O.N. s
TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING T
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.THE NORTH 68579 FEET OF THE EAST 9 OF THE WEST OF THE SOUTHEAST $ OF THE NORTHEAST R OF SECTION 9. TOWNSHIP 35 SOUTH,
RANGE 39 EAST, ST LUCIE COUNTY. FLORIDA
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THE NORTH 10 ACRES OF THE EAST'% OF TIE SOUTHEAST R OF THE NORTHEAST'A OF S€"M 9,, TOWNSHIP 35 SOUTH. RANGE 39 EAST.
- LESS AND EXCEPTING ROAD AND CANAL RIGHTS -OF -WAY, MID LWDS SITUATE IN ST WOE COUNTY;: FLORIDA
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