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R =
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L =
95.19' (P)
C.M.
F.F.E.
F.F.
PCP
C.S.L.
FND
BOUNDARY/ TOPO SURVEY
FOR: DAN WORON
ST. LUCIE COUNTY, FLORIDA
RIGHT—OF—WAY
PLAT DIMENSION
MEASURED DIMENSION
CALCULATED DIMENSION
PLAT & MEASURED DIMENSION
EXISTING ELEVATION
PROPOSED ELEVATIONS
SURFACE DRAINAGE
SEPTIC TANK —
IRON REBAR
IRON PIPE
UTILITY & DRAINAGE EASEMENT
SOUTHERN BELL TELEPHONE & TELI
PERMANENT CONTROL MONUMENT
TURNING BENCH MARK
WITNESS CORNER
PLAT BOOK
CONCRETE MONUMENT
FINISHED FLOOR ELEVATION
FINISHED FLOOR
PERMANENT CONTROL POINT
CONSTRUCTION SETBACK LINE
FOUND
LEGAL DESCRIPTION
LOT 21, BAY COLONY OF STUAF
ACCORDING TO THE PLAT THEREOF AS
OF THE PUBLIC RECORDS OF ST. LUCIF
SURVEY NOTES
2U LANDS SHOWN HEREON WERE NOT i
.ACANT AND/OR EASEMENTS OF RECORD.
2. "P.C.P." INDICATES PERMANENT COt
3. ELEVATIONS ARE SHOWN AS NGVD.
4. REPRODUCTIONS OF THIS SKETCH A
WITH AN EMBOSSED SURVEYOR'S SE
5. NORTH ARROW SHOWN HEREON IS P
6. BEARINGS SHOWN HEREON (IF SHOW
7. MPROVEMENTS/ENCROACHMENTS BF_
GROUND WERE NOT LOCATED/CONTF
8. EXISTING TREES/ VEGETATION NOT F
9. CONSTRUCTION SETBACKS SUPPLIED
If AREA OF M114FIfLo is SUBJECT TO
SAtI ara FROM ROOF DRIMME,
VW MUST BE GUTTERED PRIOR 10
gyp, APPROVAL.
CERTIFICATE
I HEREBY CERTIFY THAI
OF THE HEREON DESCRI
TO THE BEST OF MY Kl'
UNDER MY DIRECTION. I
MEETS THE MINIMUM Tt-
SURVEYING IN THE STA-
PURSUANT TO SECTION
TO THE QUALIFICATIONS
DAT
St. Lucie County Health Unit
Environmental Health 2t) 0 .
Site Plan App:.ved For Construction % G STEM
Supercedes All Previous Site Plans For PRO
� p FLOE
OSDS # 0
Reviewer
Steven D. Vauq_hn,PE,PLS
Engineers — Survevors --- Planners
568
S.E.
Port
St.
Lucie Blvd.
(407)
871-9602
Port
St.
Lucie,
FL
34984
FAX (407)
871-9603
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2- 2x8 P.T. LEE
TYPICAL ENV
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GENERAL NOTES
1. Construction shall follow "Standard Buildinq Code" as adopted
by the county and as applicable to the area in which the
building is to be constructed with all applicable amendments.
2. The Contractor, Subcontractor, Supplier, etc, shall verify all
dimensions, conditions at jobsite, plans, specifications, etc.
3. All written dimensions on these drawings take precedence over
scaled dimensions.
4. Structural features not detailed on these plans will be
addressed by the Engineer as construction progresses.
STRUCTURAL NOTES
1. Design Loads: 55
Roof (DL + LL) = p7 PSF
Wind velocity = 110 MPH structure
Truss Mean Height = 15 ft above grade
2. Soil bearing capacity : 2500 PSF
3. All structural concrete and grout shall have a minimum
compressive strength of 3000 PSI at 28 days.
4. Slab/Footings to be concrete with minimum 2500 PSI compressive
strength at 28 days. See plans for size and steel
requirements.
5. Minimum concrete protection for reinforcing bars:
footings: 3" Beams: 1-1/2" Suspended Slabs: 1"
6. Lap all reinforcing steel a minimum of 30 bar diameters.
7. All standard lumber shall be SPF #3, HF #3, or Stud Grade with
a minimum Fb=1200 psi, or better.
8. All Lumber in contact with concrete or masonry shall be
pressure treated.
9. Splitting or cracking of structural components due to
installation of hardware is not permitted.
10.Unless otherwise noted, the installation of specified hardware
shall conform to the manufacturers instructions and standard
practice.
ll.Bearing points of headers, girders, and beams shall have
vertical supports sufficient to support loads and shall be
properly anchored for uplift as will be noted. Unless
otherwise noted for frame construction, provide an equal
number of vertical studs as plies of the bearing member when
the bearing member is 2 or more plies."
12.Roof sheathing to be nailed with 10d Gun or 8d Galv. nails or
equal 6" o.c. E+F in zones 1 & 2, and 4" o.c. E+F in zone 3.
13.Unless otherwise noted for exterior walls, exterior plywood
sheathing and interior drywall is to be nailed with 10d or
better nails 6" o.c. edges and 8" o.c. field, or screwed with
drywall screws 1.5 inches long and 0.131 inches diameter
14.Attach window bucks with 3 - 3/16" by 3 1/4" 2 1/4" embedment
lag screws equally spaced. Attach Garage bucks with lag
screws same as windows except space at 18" o.c.
15.For ridge vent installations block with 2X4 #2 HF or better
between top chords of trusses along the edge of the PW
directly below the vent.
16.For frame segment to masonry segment connections use P.T.
vertical secured to masonry with 3/16" diameter lag screws
3/4" embedment to 3000psi'Concrete minimum 18" o.c.
STATE
s
n
ST.CLAIR BUILDERS
TWO STORY RES.
LOT 21, BAY COLONY
PAGE
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FLUSH
3/4' OFFSET
1-1/2" OFFSET
COST. SPEC.
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(INTERIOR BEARING = C)
� L TO?
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'930 if I VF"A
ST.CLAIR BUILDERS, INC.
TWO STORY RES.
WORON
LOT 21, BAY COLONY
TCLL
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TCDL
15
BCLL
of
BCDL
1oi
TOTAL
554
8838 DURATION FACTOR 1.33 %
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*1 Truss Connections
Non CJ* or EJ* trusses
To Wood: S-MSTA18 14-10d nails
To Masonry: S-ETA20 8-10d nails
1 - HETA16 11 - 10d may be used in place of
2 - ETA20 for HJ7 trusses
or TCS as applicable
CJ* or EJ* trusses
same connectors as Non CJ* trusses except nail as
follows: use 8-10d for MSTA18 and 4-10d for ETA20
or PM as applicable
*2 For posts A 6U 4y ; 2200 # UPL(FT' CAP.
Base: S-ABU44 Dia. 5/8 bolt embed 6" min ABU : 22 #UPLIFT CAP,
12-16d nails
* fidrs (typ): 2-S-MSTA18 each end 14-10d per strap UON
or 2-S-JeSA-ZO each end 8-10d per strap LION
as appropriate. SEE ScMEPW AS°vE
* UON Unless otherwise noted on floor plan
• Use 1 1/2" 10d nails
* Equal number of nails each end of MSTA18 as applicable
* T.E. truss engineering
* P.M. per maufacturer -
* T.C.S. truss company supplied
* No splitting or cracking due to nailing permitted.
* H - hughes, S - simpson
* 200 lb minimum load applied
* Or equal hardware permitted throughout.
* See layout and figures for bearing locations.
* Attach valleys and piggy backs per truss company details.
* Engineered beams to be secured'at each end with approved
connectors.
1. Semco RTPGA816 straps are equivalent replacements for
the MSTA18 straps specified.
2. Semco TAPR16 straps are equivalent replacements for
the ETA20 straps specified.
1. Hughes TA20R straps are equivalent replacements for
the ETA20 straps specified.
4. Hughes RT18TW straps are equivalent replacements for
the MSTA18 straps specified.
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