HomeMy WebLinkAboutPROJECT INFORMATIONI
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FOUNDATION NOTES
1. NATIVE, UNDISTURBED, CLEAN, SANDY SOILS OR BACKFILL SHALL REQUIRE COMPACTION TESTS TO OBTAIN 2,000 psf
MINIMUM BEARING CAPACITY, UNLESS NOTED OTHERWISE.
2. DESIGN IS BASED ON ULTIMATE. WIND SPEED OF 160 MPH (DESIGN WIND SPEED OF 124 MPH), 3—SECOND GUSTS, WIND
EXPOSURE CATEGORY "C", RISK EXPOSURE CATEGORY 2, OPEN STRUCTURE, PER FBC-17 CHAPTER 16, BUILDING CODE.
3. DESIGN IS FOR DECORATIVE RETAINING WALL. NO TRADES (MECHANICAL, PLUMBING, ELECTRICAL, OR HVAC IS PART OF
THIS PERMIT.
4. CODE(S) USED FOR THIS DESIGN IS FLORIDA BUILDING CODE, 2017 (FBC-17), 6th EDITION.
5. GEOGRID REINFORCEMENT SHALL BE EARTH —LOCK 72" WIDE TRI—AX GEOGRID BLACK POLYPROPYLENE FABRIC OR EQUAL,
INSTALLED IN EVERY SECOND COURSE OF STONE WALL EXCEPT FOR PARAPET SECTION.
12"
Mmin)
10
=o A
(25nn,mj i
3' Dap_f75ih
-. 'Maximum 24"
Parapet 1
L2" VVIU FH —
Geogrid Reinforcement
-- - I (Typical every Second Lift)
48" MAX.
HEIGHT (H) t-.r Reinforced Fill
-- —
Drainage Material (Washed,
Crushed Stone 1/2" 3/4")
--
ZUmml
6'p5ommi Base Leveling Pad
SCANNED
f -
BY
St. Lucie County
Embedment depth below grade is a minimum -
of i unit or H/20.
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PROJECT NUMBER(S) ,
ARCS
1850 - 9901
R"F)OR RE RRCHITECT
SHEET 1 OF 1
Pins and Glued
ARCEL ID 0 2225 — 211 — 0001 — 000 — 2 (825/T356/F136E)
STONE, RETAINLN;Q WALL,
S_^\Ane TH=E;
16891 CAROLE NOON LANE
FT. PIERCE, FL 34945
25 35 38 KW 114 • LESS RDS AND CANALS - 1153.01 ACI (OR '1260. 10811
tZ� ` **Geogrid Reinforcement
required`for-walls 36" or,
10° More above. grade 3
•-------r* 12
i250mm) , , 300mm
3' cap (75mm)
Height" -
Varies
NIZA
v at I u
i'
Ix,ry Geogrid
!4v x 4
< R'einfdreement ;v
Height -�
mA Ott ZXr}� ��
Varies Ren,forced Flip '
„r41
Drainage.Materlal
'£ xp (Crushed Stone 11T 3/4"' k
,j
6"(150mm) Base Level ng,'P�ado
♦ e
Embedment depth below grade Is. a mlr�imum.
of 1 unit or H/20.