HomeMy WebLinkAboutBUILDING SITE PLANS,
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FND 4"x4" CM
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FND 4"X4" CM PRIA LS 2391
PRM LS 2391 0.04' S, 0.06' W
0.02' W
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D.U.E.
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10'
— — — — — — — — — — — — — —
D.U.E. S89*28'28"W
— — — — — — — — — — — —
929.83'
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BENCHMARK
SET 5/8-IR&C 500 S.F. DRAINFIEL
LB 4286 (44) QUICK4 INFILTRATORS FDOH in St. Lucie County 750 S.F. I \-SET 5/8"IR&C
UNOBSTRUCTED AREA Environmental Health LOT 6 LB 4286
Site Plan Approved for Construction VACANT
Supersedes All Previous Site Plans for
OSTDS#5-6-SI5-1 tllz-'.f & Well #5`)-2
Date:
Revie er.
NOTES:
1)
Not valid without the signature and the original raised seal of a Florida
LEGAL DE�c_-;CRIPTION
Licensed Surveyor and Mapper.
2)
Description shown hereon provided by the client and/or their agent.
LOT 7, ACCORDING TO THE PLAT OF DRAWDY/BROCKSMITH ROAD SUBDIVISION,
3)
The last date of field work was October 18, 2017.
AS RECORDED IN PLAT' BOOK 75, PAGE 23, PUBLIC RECORDS OF ST. LUCIE
4)
Overall parcel contains 5.01 Acres, more or -less.
COUNTY, FLORIDA.
5)
Lands shown hereon were not abstracted by this office for right —of—
LEGEND
ways, Reservations, Agreements, and/or Easements of Record. Such
CONTAINING 5.01 ACRES, MORE OR LESS.
information should be obtained and confirmed by others through
FIND
DENOTES
FOUND
appropriate title verification,
LB
DENOTES
LICENSED BUSINESS
6)
Bearings shown hereon are relative to the East right—of—way fine of
OE
DENOTES
OVERHEAD ELECTRIC
Brocksmith Road having a bearing of N00'02'02"W.
D.U.E.
DENOTES
DRAINAGE & UTILITY EASEMENT
7)
Underground utilities, utility services, foundations and improvements
PILS
DENOTES
PROFESSIONAL LAND SURVEYOR
were not located as a part of this survey.
CM
DENOTES
CONCRETE MONUMENT
8)
Flood Note: By graphic plotting only, this property is In Flood Zone
IR&C
DENOTES
5/8"IRON ROD & CAP
"X", according to the Flood Insurance Rate Map, Community Panel
O.R.B.
DENOTES
OFFICIAL RECORDS BOOK
No.12111CO165 J and an effective date of February 16, 2012. No
DENOTES
PLUS OR MINUS
additional search of the public records has been performed. There may
No.
DENOTES
NUMBER
be additional map amendments affecting this property.
PRM
DENOTES
PERMANENT REFERENCE MONUMENT
9)
Additions or deletions to survey maps or reports by other than the
DENOTES
WOOD POWER POLE
signing party or parties Is prohibited without written consent of the
DENOTES
signing party or parties.
GUY ANCHOR
LB
DENOTES
LICENSED BUSINESS
ROWRTfIqi:jnHW
I '-` ,
'E'YOR,& MAPPER
-__ Nd. 6540
SIGNATURE DATE
CULPEPF)ER & TERPENING, INC
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25Lh STREET * FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 - FAX 772-464-9497 - v xt-engxom
151 SW FLAGLER AVENUE I STUART, FLORIDA 34994
PHONE 772-220-3376 . FAX 772-464-9497 * w xt-engxom
STATE OF FLORIDA CERTIFICATION N. LB 4286
-REVI
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By
I DATE
ADD .,WATER, SERYI C.E..
.......
......................
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.....................
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C.O.N.E.CTI.VITY...
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.111P/19.
............
.......
BY DATE
FIELD
.... 1 ................................
CALCS.
.... ... ........
DRAWN OF 12-17-18
.... ............ ... ..... ......
DETAILED
CHECKED
APPROVED
SEPTIC SYSTEM PLOT PLAN
PREPARED FOR
CHRIS DAY ftj� ()boq
DATE: 12-17-2018
HORIZ. SCALE:1"=40'
VERT. SCALE: N\A
JOB No. 18-121
[SHEET I OF
70'-0"
24'-0"
12'-8"
24'-0"
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11'-6"
13'-6"
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31'-8"
13'-4"
Floor Plan
Scale: 1/4" = 1'-0"
Project Data
Project Name: Day Residence
Street Address: T.B.D.
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
Design Loads
Roof Live Load: 30.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: R
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
New One level CBS
Single Family residence
Area Tabulation
Building Code
Living:
2656Garage:
625
2017 Florida Building Code: Residential
Porch:
267
20++? ational Electrical Code: NFPA 70
Entry:
213
Bulldlna Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3746 s.f.
Total: 3761
Total Cubic Volume: 25,726.4
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Spray Foam
Insulation-
9'-4" *- T.O.B. ---
1/2" d.w.
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24"o.c. —,
with R4.1 Foil
insulation
1/2" d.
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4" 3000# Fibermix Cone.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill —\
F.F.E. `
(2) #5
Rebar
5V Metal Panels
over 30# Felt on
19/32" c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
12 Galy. Drip Edge
Varies over 1 x 3 p.t.
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scale
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job number
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Concrete Steps
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31'-8"
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T
Foundation & Footing Plan
Scale: 1/4" = F-0"
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either "Hill C-100" or
Simpson Epoxy -Tie.
0
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18" x 18" mono. footing
8" x 8" thick edge
with (2) #5 rebar cont.
with (1) #5 rebar con.
4"
4" 4" �-
-
18"
4"_ f
8,
18"
MONO. EDGE FOOTING
EDGE FOOTING
F-2
F-4
18" x 18" mono. footing
with (2) #5 rebar cons.
18" x 18" mono. footing
with (2) #5 rebar coot.
8°
4 4"
4„
slope
4"
14'
14
18"
18"
STEP FOOTING
CURB FOOTING
Typ.
Nosing
10" 11
Typ, Cast In Place cone.
Steps with 3000# mix
F.F.E. _
Riser Hght, not
to exceed 7 3/4"
NZ
IN
#5 Rebar
12"o.c.
\ 25"
#5 Rebar \ �'� 80 TYp Driveway
Conc. Step Detail
Entry
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FORMWORK & SHORING
No structural concrete shall be stripped until it has reached
at least 80% of the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores
shall meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of
construction. A formboard survey shall be submitted to the building
department for approval prior to pouring concrete.
(2) #5 Top
(2) #5 Middle
(2) #5 Bottom
- — -
-4"
#3 Vert. 16"o,e.
n
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12"
F-S
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
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Scare: 1/4 - r -U
211
+33.5 +33.5 +33.5 +33.5
36.3 36.3 36.3 -36.3
Rear Elevation
Scale: 1/4" = V-0"
27" x 27" "Blacked
+33.5 +33.5 +33s
-36.3 -36.3 -44.s
Two Coat Stucco
over CBS block
Product Approval Affidavit Form
Category
Subcategory
Approval
Numbers
Manufacturer
Model Number
Trlase
yP
Attachment Method
Building Design
Pressures
Product Rated
Design Pressures
EXTERIOR DOORS
Swinging
FL#: 17184.17
Plastpro
Fiberglass
Impact
Head & Sill: 6" from corners. Jambs: 6" from corners and
14"o.c. max. Use 1/4" dia. Tapcons with 1 1/4" embedment in
concrete
+33.5 -36.3
+50.0 -55.0
Swinging (French)
FL#: 17184.2
Plastpro
Fiberglass
Impact
Head: 4" from corners & 5" & 9" from center. Jambs: 4"
from corners and 18.5"o.c. max. Use 1/4" dia. Tapcons with
1 1/4" embedment in concrete
+33.5 -36.3
+50.0 -55.0
Garage Overhead
FL#: 15371.2
DAB Door Company
p y
Hurricane Master
824/811
N A
Flag Bracket Angle (3) total 5/16" x 1 518" lag screws. (7) total
Bracket 7-0" height (1) 5/16" x 1 5/9" lag screws per bracket.
+27 9 -31.2
+36.0 -44.0
WINDOWS
Singlehung
FL#: 239.7
PGT
5500
Impact
Head & Sill: 6" from corners and 15"o.c. Jambs: 6" from
corners and 14" o.c. Max. 4" from meeting rail.
Use 3/16" Tapcon with 1 114" embed, into concrete
+33.5 -44.9
+50 / -50
Fixed
FL#: 243.10
PGT
5540
Impact
Head & Sill: 6" from comers and 8"o.c. Jambs: 6" from
corners and 8" o.c. Use 3/16" Tapcon with 1 3/4"
embeded into concrete
+33.5 -36.3
+/- 70.0
ROOFING PRODUCTS
5 V Crimp Roofing
FL#: 17443.1
JA Taylor
5 V Crimp
#9-15 or #10-14 x 2" Long wood screw with washer at
each Rib 16"o.c.
-57.5
-69.25
Underlayment
FL#: 9777.7
Owens Corning
Speeciaallty
Direct Attachent to plywood
SIDING
FL#: 13192.2
James Hardie
Hardie Plank
Fasteners shall be ET&F block nail .30 Head
dia..14 Shank dia. and 1 1/4" long. 21 "o.c. malt.
-50.0
-92.0
+33.5
36.3
.tr.
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god
1.
icals
corative Corbett
,le to be Selected
- - - - T.O_B 914"
Window Head _ -0- 8' 0"
x 8 Trim
hive Header
o be Selected
Connector Schedule
Truss
Bearing
Truss
Connector
QntY
Connector
Fasteners
Point
Uplift
ID
Uplift
(2) 34' ATR Drill &
B03
9
6790
HGT-3
1
10,530#
Epoxy with 12" min.
Embed. & (16) 10d
3 Ply
16
4506
to Truss
16
4352
Drill&
(2)o3/4"with
CO3
HGT-3
1
10,530#
12" min.
9
6359
3 My
Embed. & (16) 1Od
to Truss
(1) 5/8" ATR Drill &
6
3219
MGT
1
3,965#
Epoxy with 12" min.
D04
Embed. & (22) IOd
2 my
to Truss
10
2300
RETA20
2
2,500#
(6) 16d per strap
All trusses
Each
<1910
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Bring.
<1810
HETA20
1
1810#
1 (9) 10d x 1 1/2"
All trusses
Each
<1000
MTS18
1
1000#
(9) 10d x 1 1/2"
to Frame
Brng.
<1000
MTS18
1
1000#
(9) 10d x 1 1/2"
Valley
Supporting
Framing
(4) lOd
Trusses
<250#
VTCR
1
370#
valley
Truss
(3) lOd x 1 1/2"
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
F.F.E. per manufacturers specs.
I x 4 Corner Lateral forces perpendicular and parallel to wall has been
Trim considered (less than 300 p.l.f.)
Non
Impact mutters
Two Coat Stucco Finish
over paper backed wire
lath over House Wrap
over 19/32" c.d.x. plywood
fastened as per Nailing
Schedule
2" v.t.r.
1
1
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
Cast Crete Lintel Schedule
Contractor to approve temporary bracing to prevent
toppling of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
6113
1580
2724
550
817161BAT
L-2
3'-8"
6113
408 l
3079
70
8F16 MAT
L-3
174"
1326
' 9 77
732
_
�
8F201B/2T
L-4
7-0"
2459
1322
1462
478
8RF14 lB/lT
L-5
8'-0"
1568
788
931
277
8RF141BAT
L-6
4'-4"
5206
320
2635
105
SRF141B/lT
L-7
3'-8"
6113
250
3079
100
SF161BAT
L-8
22'-8"
j 450 J
195
316
55
8F16113/2717
L-9
11'-4"
1366
173
798
33
817161BAT
L-10
10'-4"
1533
173
914
33
8F161B/1T
Mini. Beam depths shown, beams may be increased without convent
At Lintels over 24 deep provide (1) #4 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel
to sewer
system
Quaniry of p5 Aber
t bottom of lime)
ic; F=flletl grw[ eviry
cc z wiarea� I
8F16-1B/1T
.}IIII. T
5/8' 45 r,W atb... m aIJ iebar altop5
orl,mA. y "illh
Lintel Type Designation
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 201/o if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
Installation Notes
1. Installation of lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
Cast in place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
a min. 8" x 12" with (2) #5 top and (2) #5 bottom
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction,
All sanitary lines 2" or less shall have a slope of 1/4" per
foot minimum.
All sanitary lines above 2" shall have a slope of 1/8" per
foot minimum.
Provide Anti -Scalding Valve in all showers
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
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scale
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job number
18058
sheet
A-3
Roof Plan
Scale: 1 /8" = l'-0" 4'
Wind Zone - Roof Plan
Wind Zone's - Walls
Attic Vents Calculation
ENTRY, PORCH, and GARAGE
Attic Area: 1105 s.f. / 150 = 7.36 s.f. required.
soffit area = 84.0 l.f. x 1.3 = 109.2 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq. in. each vent
13 Vents along overhang = 1,105 sq. in.
1,105 sq. in. / 144 = 7.67 s.f.
Total Ventilation Provided: 7.67 sq. ft.
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Two Coat Stucco15 over CBS block 279-36.3
Left Elevation
Scale: 1/4" = 1'-0" M
Hardie Plank Siding over T,1
House Wrap over 19/32" ram{
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Right Elevation
Scale: 114" = 1'-0"
Cross Section
Scale: 1/4" = 1'-0"
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scale
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job number
18058
sheet
A-4
STEP 5
Apply Horizontal Peel
Stick Fashing over Window
Fin and Tyvek
STEP 2
Window Fin Secured
to wood framing as per
manufacturers recomen-
dations
STEP 3
TYVEK Building Wrap
over plywood up to
Fin of window
STEP 4
Apply Vertical Peel &
Stick Fashing over
Window Fin & Tyvek
STEP 3
TYVEK Building Wrap
over plywood up to
Fin of window
STEP 1 TYV> K nuiiotng wrap --.
oval' plywood up to
Apply Sill Peel & Stick Fin Of window
Fas Ing over Plywood.
Extend flashing back
full width of Jamb
Frame Wail Window Flashing
2 x 4 diagonal "X"
bracing at 8'-0"o.c.
starting from ridge Galy. drip edge
with (3) 12d each % min. 4" lap
end -i, /
2 x 4 blocking at 4'-0"o.c.
starting from ridge between
both top and bottom cords
for two truss spaces from
gable end
See truss shop— -
drawings
span. Nail wrtn (Z) roa l
each truss btm. COM
Continuous 2 x 4 bracing
fastened to beans with
5/8" x 6" wedge bolts
with 1/8" x 2" washer 24"o.c.
Gable End Bracing Detail
0 o d In .trr.m rn,d hrarinv
10'-0"
Bottom Cord Lateral Bracing
1 x 3 p.t. over 2 x 6
Paint Grade Fascia
Gable end truss
by truss mfgr.
19/32" c.d.x. plywood
with 8d nails 4"o.c.
Cover with House Wrap
2x "L" web stiffener
as required by the
truss mfgr.
"Simpson" HETA16 truss
to bond beam with (14)
10d x 1 1/2"
located at each truss
vertical
Concrete Bond
Beam
2" d
Pipe
Set bal
from a�
Galv.
(4) 1/4" x 2 1/4" % \-Typical Conc.
Tapeons foundation
Bollard Detail
6" C.M.U. WITH CELLS FILLED
i GROUT & (1) #5 VERT.
EL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 24"o.c. MAY.
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"o.c.
OR 5/9" x 6" Redheads with
Min. 2" x 1/8" washer 12" from
ends and 28"o.c. max. OR
1/4" x 1 1/4" min. embedment
spaced at 7 1/2"o.c. with I" O.D.
washers spaced bottom anchor
at 3 1/2" from bottom of 2 x 6
and top anchor at least as high
as the door opening.
Garage Door Buck Detail
Alum. window corrosive resistant
frame
Tapcon concrete
3/8" continuous bead of
srews installed as
caulk (back bedding) behind
specified in window
shim to prevent liquid passage
manufacturers product
approval
1/4" struct. shim
window sill
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish
Gunable sealants shall comply with
ASTM C 920 Class 25
n
grade or
greater for proper joint expansion
and contraction
precast
cone.
sill
3/8" continuous bead of
caulk (back bedding) behind Typical Precast Conc. Sill Detail
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
CBS
Min. 1 1/4" embedment
w °
a at windows and min.
�. c
1 1/2" embedment at
t Id IVxd/-
sl. gl. doors
a
e a
c�v
1/2" drywall
QU8
°
ac
M
stucco finish
perimeter caulk
1/4" max. struct. shim
Attach p.t. buck7at
with $d coil nail
caulk12"o,c,
attach as per
Typ. Alum.
manufacturers
Jamb or sliding glass
product approvals
doorjamb
NOTE: Method of attachment and
Gunable sealants shall comply with
waterproofing procedures are the
AS TM C 920 Class 25 grade or
same at poured concrete sill.
greater for proper joint expansion
and contraction
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
DESIGNED TO MEET THE REQUIREMENTS OF
FBCR 2014 703.8 (FMA-AAMM 200) "FLASHING"
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in staggered rows sppaced 12"o.c. in field.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
19/32" plywd. sheathingg
or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends.
All roof trusses are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
proTessional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/4" EMBEDMENT
INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR "T" NAILS" 4" FROM ENDS AND 12"o.c.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
Zone 2: 8d at 4"o.c. edges & field
Zone 3: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanicalp driven nails will
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Min. shank diameter: . 113
Min. Length: 2"
Min. Head Diameter:.280 Full Round
Min. Ring Diameter .012 over shank dia.
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6"o.c,
at supported panel edges and #8 gun
nails at 6"o.c, at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4"o.c.
EXTERIOR SHEATHING
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
bottom and 6"o.c. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
corner bars at beam
(outside only) (2) comer
bars at footing (min.) —
verf dowel lapped with
wall reinforcing, all
laps 25" (min ) in grout
filled cell
all corner bars to be the
same size, number, and
spacing as horizomial bars
' I
in footing, beams, and walls
��—� — — — — — --
41
I I
22 1/2" leo min.
Corner Reinforcing Detail
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
I
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" 1" _
Structural Poured: 3/4" 3/4"
Poured Walls: _ 3/4"
Slabs exposed
to the weather 3/4" 1"
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures" and the current "ACI Building Code 318'
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
i
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength'
(Fe') in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p,s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.sd. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work,
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed And approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Provide one
layer of 15# felt to framing prior to installing wire lath.
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
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date
1/23/19
scale
As Noted
job number
18058
sheet
A-5
5/8" dia. x 10'-0"
long ground rod
'dt
3
3W
Electrical. Load Calculations
2656 Living S.F. at 3 VA
7968 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cit. @ 1500 watts
1500 watts
One Range
9000 watts
One Dishwasher not One Disposal @
1500 watts each 3000 watts
One Microwave @ 2000 watts
2000 watts
One Water Heater @ 4.5 kw
4500 watts
One Wall Oven
8000 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
Three Baths @ 1500 watts each
4500 watts
Total
49,968 watts
First 10 KVA at 100%
10,000 watts
Remainder at 40%
15,587 watts
Total
25,587 watts
One AC Heat at 100%
10,000 watts
Total
35,587 watts
35,587 W / 240 V = 148.2 Amps
Use 200A Service
Smoke detectors wired to 120V Bathroom lights
Non Switcbable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of cdtlstruction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
Panel: 200 A.M-C B I
200 Amp
l,e, 3W 40 Circuit Panel
120/240 Volt
disc.
3/4" copper
water pipe
8, i1„
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
Wall F.P.L. service
(if overhead
service)
G
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
F.P.L. service
(if underground
service)
ground wire
footing rebars
Electrical Riser Diagram
ELECTRICAL LEDGEND
RECESSED C IGHT WITH LENS @ EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CAHINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
EXHAUST FAN OUTLET
THERMOSTAT
DUPLEX OUTLET -SWITCHED
DUPLEX OUTLET
220 V OUTLI?T
SWITCH
THREE WAY SWITCH
SMOKE & CARBON
MONOXIDE DETECTOR
-l+ TELEVISION
TELEPHONE
l PUSH BUTTON
y} DIMISAER SWITCH
D
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE? NOT GFCI MUST BE AFCI.
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36" clear between equipent and disconnects, Typical.
6. Protective ratings shall comply with NEC 110-9 & NEC 110-10
7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
TAMPER PROOF RE( EPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
To Switch Scale: 1/4" = l'-0"
at Foyer
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scale
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job number
18058
sheet
A- 6
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H34
s.h.
25 s.h.
Safety
Glass
FIB
70'-0"
24'-0" 12'-8" 24'-0" 9'_4"
1 F-7" 9.6" 2'-11"
4'-3" 3'-10" 4'-4" 3
T-4" 3'-2" 5'-9" 3'-10" 3' l0" 4'-9" 1'-4"
4'-11" 4'-5"
25 s.h.
25 s.h.
Egress
Egress
4"
14'0"
8"
T
M--------------
M
-----
-
--------------
----------
---
o
Master Bdrm.
sh.
M
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"
s.h
Porch
9'-4" Ceiling
9'41 Cing.
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8" 3'-0" 5'
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o �
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Cafe
o
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25
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4"
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8"
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12'-0"
8"
36" x 72" 00
914"
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_
9'-4" Ceiling
_
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I
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I 11'-4" Ceiling
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8"1
9'-8"
13'-0"
12'
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ti6R
I
M
Lites
I
25 s.h. 25 s.h.
25
25
s.h.
s.h.
Egress Egress
8"
23'-8"
8"
E.
N
Bdrm° 3
Garage
9'-4" Ceiling
from FEE
9'-4" Ceiling
9'-4" Ceiling
-
---
- ---
---------------
from FFE
--
--- --_-
-
------ --- --------------
--
-----
8" I T-0"
8"
25
M
n
s.h.
25
25 s.h.
s.h.
Egress
5'-9"
5'-9"
6.9"
6-9"
1'-8"
2'-5"
4'_2"
2'-5"
1'-8"
3'-6"
3'-6"
1'-8"
T-5"
T-2"
2'-5"
1'-8"
11'-6"
13'-6"
12'-4"
T-0"
12'_4"
6'-8"
6-8"
25-0"
31'-8"
13'_4"
Floor Plan
Scale: 1/4" = F-0"
25 s.h.
Egress
H34 s.h.
Safety
Glass
H34
s.h.
HB
Proiect Data
Project Name: Day Residence
Street Address: T.B.D.
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New One level CBS
m Single Family residence
Building Code
0
2017 Florida Building Code: Residential
26i 4 National Electrical Code: NFPA 70
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3746 s.f.
Design Loads
Roof Live Load: 30.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.£
Area Tabulation
Living:
2656
Garage:
625
Porch:
267
Entry:
213
Total: 3761
Total Cubic Volume: xxxx
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed. Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
5V Metal Panels
over 30# Felt on
19/32" c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
o Others
See Connector
1Schedule
0
N
Spray Foam
Insulation J
�n
9' 4„ T.O _B. - — -
1/2" d.w.
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) 45 Rebar
in each course, Filled
with Grout
1 x 2 p.t. flaring
strips 24"o.c.
with R4.1 Foil
insulation
1/2" &
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4" 3000# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill --
F_F.E.
v
(2) #5
Rebar
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FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS -sF- lglllZ q & Well # 59 1 �(
Date*
Reviewer: L
Galv. Drip Edge
over 1 x 3 p.t.
2 x 8 R.S. Pine
Fascia Board
F-6" Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Typ.
Light Textured
Stucco Finish
Lap Siding Look
Stucco Pattern on
Front Elevation
6 1/2" Exposure
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
I �D Grade
11
it
• O
Typical Wall Section
drawn
checked
s.l.
date
1ona/ls
scale
as noted
job number
18058
sheet
A-1
SCANNED
BY
St. Lucie County
12
Contractor Copy
H34
s.h.
25 s.b.
Safety
Glass
0
Co
70'-0"
24'-0"
12,_8.,
24,_0n
9.•4„
11'-7"
9-6"
T-11"
4'-3"
Y-10" V-4"
-4"
3'-2"
5'-9" T-10" 3'-10"
4'-9" 1'.4"
4'-11"
4'-5"
25 s.h.
25 s h.
Egress
Egress
8
n
14'-0"
o--------------
4,_0n 4
-----
-
--------------
---------
----------
----_
---°°
_
50
t
Master Bdrm.
25
s h.
25
S h.
1 1
1 '
C
"
Porch
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22.5 x 54 Attic
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B drm. 4
v
o
Access with
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i $
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c�
13
3080 Dr.
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Impact Side
yb
I
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t
25 25
25 s.h. 25 s.h.
{
s.h. s.h. I
I Egress Egress
pp
18„
23,_8„
8n
I EiV
k
1 � t"^
h
-
B drm. 3
b
9'-4" Ceiling
'
Garage
from FFE
9'-4" Ceiling
9'-4-1 Ceiling
--
--
--_ ----------- ---- ----------
------------- ---- ---
---'
--------
------
--- --__ _---------
--- - ------------
- ---
---
from FFE
_
_
8" 12'-0"
8"
•
25
M
=
s.h.
o0
25
35 s.h.
s.h.
Egress
5'-9" 6-9"
6'-9"
1'-8n 2,_5n 4,_2n 2,_5n 1,_8n
3,_6n
3,_6n
1._8„ 2,_5n 4,_7n
2.-5"
11_8n
1l'-6"
13'-6"
12'4"
7'-0"
12'-4"
6-8"
6-8"
25'-0"
31'-8"
13'-4"
r
Floor Plan
Scale: 1/4" = I'-0"
r
e.,
Project Data
Project Name: Day Residence
Street Address: T.B.D.
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New One level CBS
Single Family residence -
Building Code
2017 Florida Building Code: Residential
20t4-National Electrical Code: NFPA 70
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3746 s.f
Design Loads
Roof Live Load: 30.0 p.s.f.
Cq
Wind Speed: 160 MPH
f--^
�
Wind Importance Factor: 1.0
en
Building Category: 11
uo
j
Wind Exposure: C
()
Internal Pressure Coefftcent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Cz7
a
Area Tabulation
W
Q
w
00
N
Living: 2656
Garage: 625
-
;a.
v
Porch: 267
q
Entry: 213
CIS
z
W
O
F"
Total: 3761
Total Cubic Volume: xxxx
d�
W
o
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index. Not to exceed 450
Wall Finishes: Not greater than 200
25 s.h. Ceiling Finishes: Not greater than 200 5V Metal Panels
Egress over 30# Felt on
19/321, c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
o � wings by
0O rs
See Connector
Schedule
4 12 over Drip Edge FILE COPY
Spiny F� �] Varies over 1 x 3 p.t
H4 s.h. Insulation
Glass
9141f_ T.O.B.
1/2" d.w.✓
;
EI
'i
2 x 8 R.S. Pine
4
s.L
1 x 4 p.t
Fascia Board
Firestop
1' 6" Stucco Soffit Over
-�-
Two Course Perimeter
„
High Ribbed Wire
ab
HB
Beam with (1) #5 Rebar
ii'
in each course, Filled
ii
Install one layer of 15#
With Grout;j
fait to &arcing prior to
installing wire lath
i x 2 p.t. furring
,I
8 x 16 x 8
strips 24"o.c.
CMU Typ.
_
with R4.1 Foil
insulation
Light Textured
1/2" d.
;i
Stucco Finish
#5 vert. mbar in
i
Lap Siding Look
grant filled cell
Stucco Pattern: on
Front Elevation
See Floor Plan
for Locations
;;
6 1/2" Exposure
,
4" 3000# Fibermix Conc. _
II
,.1
#5 Vert. Rebar with
_
on .006 Vapor Bearier on
T;;;
;;i
10" Hook and 30"
Clean, Compacted, Termite
Lap. Tie to Vert.
Treated Fill --\
�;;
Rebar In Cells
Cw1cr cr'(CS- I- .
cA-UY i(.o-)l
I
0.00'- F.F.E. -_ ;li
'v ;i toGrade
it
\ 'CD
(2) #5
Rebar
Typical Wall Section
ai
checked
t.L
dale
101E Fl18
scale
"Mted
job nwnber
18058
sheet
A.- i
8CANN� J
St Lucie COunl,
C
O
0
0
tt
a
r`
LO
['
70 00 !1n
CRIAERRVAE
TRUSS END DETA
AIIL
PWME C0 GWILIEVER s
TRUSS CONNECTION
LIST
QTY
PRODUCT
LUS24
35
HTU26
HTU28
HHUS26-2
3
HGUS28-2
HGUS26-3
HGUS26-3
NO PSF LL 'BE
NOTES:
1.)REFER TO HIB 91 (RECOMMENDATIONS
FOR HANDLING INSTALATION AND
TEMPORARY BRACING.) REFER TO
ENGINEERED DRAWINGS FOR PERMANENT
BRACING REQUIRED.
2.)AII TRUSSES (INCLUDING TRUSSES UNDER
VALLEY FRAMING) MUST BE COMPLETELY
DECKED OR REFER OR DETAIL V105 FOR
ALTERNATE BRACING REQUIREMENTS.
3.)ALL�'�YAIS TO BE
CONV T Y UILDER.
4.)ALL TRUSSES ARE DESIGNED FOR 2' o.c.
MAXIMUM SPACING UNLESS OTHERWISE
NOTED.
5.)ALL WALLS SHOWN ON PLACEMENT PLAN
ARE CONSIDERED LOAD BEARING UNLESS
OTHERWISE NOTED.
6.)SY42 TRUSSES MUST BE INSTALLED WITH
THE TOP BEING UP.
7.)BEAM/HEADER/LINTEL (HDR) TO BE
FURNISHED BY BUILDER.
Jacksonville
PHONE:904-772-6100 FAX:904-772-1973
Tampa
PHONE: 813-621-9831 FAX:813-628-8956
Freeport
PHONE:850-835-4541 FAX:850-835-4532
BUILDER; BY ---
St. Lucie County
TREFELNER CONST
LEGAL ADDRESS:
3148 BROCKSMITH ROAD
FORT PIERCE, FLORIDA
MODEL: I Revision:
DAY RES Rev. By:
p( e erenc
,D .10 V" v� IK DATE: Drawn By:
01-04-2019 Jim W
MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10
1593771 1593771