HomeMy WebLinkAboutFOUNDATION NOTESI
I
_�----- -- `FOUNDA710N NOTES V— —
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 I
THIS PERMIT.
4. CODE(S) USED FOR THIS DESIGN IS FLORIDA BUILDING CODE, 2017 (FBC-17), 6th EDITION. !i
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"
� (3r10min) '
i0° h 12'
{25flMM i13(1Qmm Rac
3°Dap (75nmi Fn'Eo
—� — --�
Mamymi 24' o9101B
Parapet toaoepatry
-. coontY ep!
Div•_ '2" WIDTH
�-- Geogrid Reinforcement
----- -- Iy I (Typical every Second Lift)
48" MAX.
HEIGHT (H)_ Reinforced Fill
r
u .. Drainage Material (Washed,
Crushed Stone 1/2" - 3/4")
Base Leveling Pad
t _
Embedment depth below grade is a minimum
of 1 unit or H/20,
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RHARAT R PA7B, ARpfC,
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PROJECT NUMBER(S)
IS50 - 9501
HHARNT R. PFTEL
SHEET 1 OF 1
FL➢RIDA REGISTERED ARCHITECT
Pins and Glued BY
Sr. Lucie County
RCEL ID 0 2225 - 211 - 0001 - 000 - 2 (825/T35S/FME
STONE RETAIN;I:N.Gi WALL,
A\V ET T"Aw" 401— S�
16891 CAROLE NOON LANE
FT. PIERCE, FL 34945
25 85 08 NW 114 • LESS RDS AND CANALS -- 119a.01 AM (OR 1258.10811
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. r
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. j
3. DESIGN IS FOR DECORATIVE RETAINING WALL. NO TRADES (MECHANICAL, PLUMBING, ELECTRICAL, OR HVAC IS PART OF Il
THIS PERMIT. ff
4. CODE(S) USED FOR THIS DESIGN IS FLORIDA BUILDING CODE, 2017 (FBC-17), 6th EDITION. I
5. GEOGRID REINFORCEMENT SHALL BE EARTH —LOCK 72" WIDE TRI—AX GEOGRID BLACK POLYPROPYLENE FABRIC OR EQUAL, l
INSTALLED IN EVERY SECOND COURSE OF STONE WALL EXCEPT FOR PARAPET SECTION. 11
12"
13t]Omm)
ioa i2
d (25llmm} ;(3Elomm NOV' p
3' cap psmm) = s_ v a 10�}
r - - erinittiq
o
Maximum 24" st �� e c tr ent
Parapet
1 4
' 2" WIDTH
' r
Geogrid Reinforcement
-- - -, (Typical every Second Lift)
4811 MAX.
HEIGHT (H)Reinforced Fill
f - -
l. Drainage Material (Washed,
Crushed Stone 1/2" - 3/4")
6'05ammr ' , �' Base Leveling Pad
Embedment depth below grade is a minimum
of 1 unit or H/20.
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4TEPFIE
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LWIYN �'
1
.1 IL
ml, Yp
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1
MOW R PA719.
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ROOARLaf9®FiY �.�.
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O�NGETL FIGW DilO
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BRED
P�
PROJECT NUMBER(S)
1850 - 9801
HHARAT R. PATEL
SHEET i OF I
FLORIDA REGISTERED ARCHITECT
Pins and Glued
WALL,
SAIVA/E TH EV CH I-M=PS
16891 CAROLE NOON LANE
FT. PIERCE, FL 34945
25 35 38 NIN 114 • LESS RDS AND CANALS -- 1153.01 ACI (OR 1268. 1081)