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59'-8"
1 _q,p 38'-8"
16'-6" 12'-6"
TPA" 2'-7" 5'-2" 11'-4" 11'-S"
5'-8" 5'-8"' Y-3" 5'-6" 2'-I]"
Screened Concrete Floor
Lania of Lania to be
poured at time
of Driveway
96" x 20"
Fix. Glass
L-1
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L-6 0
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IMPACT
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10'-0" Cing. Egress
Carpet
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6080
L-2
2660 sh
Egress
48" x 20"
Fixed Glass
L-1
Bdrm. 2
Carpet
1l'-2"
25 s.h.
Egress
L-1
4'-0"
•
8"
6080 r-
tucco= so
TAW Y-6" 5'-2" 8" Tile `1' °J Ceiling 17 Gal. R11 Insulation
at Adj. Walls
Hr-H' Clog.Cj o r----------- ,
U from F.F.E. Ballard I
Tile '
Arched as
Header —
Drop 10" Freestanding
Tub Unit
I O
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L-3 35 s.It.
Safety
Glass
Non Structural /
n Frame Beam J
16" Deep
36" Tall Alum. Guard
Rail with Vert. 4"o.c.-
max. with 4 x 4 Alum.
Deco. Columns
�n
b;
4,-4„ 4'-4" 4.0" 4'-0" 6-11 7p_1„
0
in
Provide wood backing
at all TV Locations for
Mounting
Floor Plan
scale: 1/4" - 1'-0"
4p-011 g,_0„ 14'-0,p
16'-8" 22, 0„
16080 Overhead
00 _
2'_6"
I 1
22.5 x 54
Attic Access
with Ladder
Provide Plywood
Decking in Attic
Garage
10'-0" Cing.
from F.F.E.
23'-8"
16'-0"
25'-0"
W
in
N
NUN&
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10
5 V CRIMP METAL PANELS
ON 30# ROOFING FELT
a OVER 518" C.D.X. PLYWOO
w
4 SEE CONNECTOR
14
o SCHEDULE
t~
PRE ENG. WD.
TRUSSES 24"c.c.
ALUM. DRIP EDGE ON �J
Ix2P.T.ON2x6
CEDAR FASCIA-v !
STUCCO
SOFFIT
LEVEL RETURNS T-0"
BY TRUSS MFG.
PROVIDE"CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS SIDES
AND REAR
HARDIE PLANK SIDING
OVER 1 x 3 P.T. 16"o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIA.
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE �t�
12
6�
ICYNENE FOAM LNSUL.
AS PER ENERGY CODE
1/2" D.W.
1 x 4 P.T. BOARD
FIRESTOP
(2) COURSE BOND
BEAM WITH (1) #5
REBAR FILLED WITH
GROUT EACH COURSE
8 x 16 x 8 C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILED CELLS
1 x 2 P.T. FURRING 16"o.c.
0
3/4" INSULATION BRD.
ON C.B.S. AND 1 x 2
FURRING 16"o.c.
-1/2" GYP. D.W.
I x 4 P.T.
FBRESTOP
— — — T
F-1 4" 3000# FHIERMIX CONC.
OVER .006 VAPOR BARRIER
- — — ON CLEAN, COMPACTED,
TERMITE TREATED FILL
pical Wall Section
e: 3/4" = F-0"
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
�n
r Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A 108.4, A 108.5
A108.6, A108.11, A118.1, Al18.3, A136.1, &A137.1
Project Data
Project Name: Chesser residence
Street Address: 1317 Lone Pine Drive
Legal: Lot 20, Lone Pine Subdivision
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
resi-d=ce
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
u' ing Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3333 s.f.
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code NFPA 70
Area Tabulation
Living 2392
Garage 611
Porch 182
Entry 148
Total 3333
Lania 785
Total Cubic Volume: 24,923
2'
Ceramic Tile Backer Board
Material used as backers for wall tile in tub & shower areas shall Typ'
be Glass Mat gypsum backing panel, Fiber reinforced gypsum panels, O.II.
Nonasbestos fiber cement backer board, or Nonasbestos Fiber mat
01 reinforced cementitious backer units installed per manufacturers specs. — — — — — 7
Gypsum Board & Gypsum Panel Products I /
I 6/12
Materials and accessories shall conform to ASTM C22, C475, C514, C1002
C1047, C1177, C1178, C 1278, C1396 or C1568 and shall be installed in accordence
with the provisions of Section R702.3.1 FBC. Adhesives for the installation gypsum
board & Panel products shall conform to ASTM C557.
I
6/12
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A.C.Cond.
16 SEER I Co
Trane Unit I 6,12 6i 12
I I I
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a.c. cond. on 4" _ p I
cone. pad. Fasten
unit to concrete
!]
using the metal
anchor flange by
manufacturer with
1/4" x 3" tapeons
typical (4) places
8"
HB
T-10"
S"
M.I. 28" Fix.
IMPACT Glass
GLASS Octagon
00 0
El
L-6
6'-6"
16'-0"
6/12
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6/12
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6/12
6/1'2
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6/12 I
Typ.
scale: 1/8" = F-0"
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ST. LUCIE COUNTY BUI G DIVISION
REVIEWED FOR COMP CE
REVIEWED B
DATE r/ % date revision
PLANS AN PER I UST BE KEPT ON
SITE OR NO INSPECTIONS) WILL BE M3�U/18 Plan Review
Comments
drawn
s1
checked
51.
date
ar2n s
MAY 17 2018
scale
as noted
ab number
18012
sheet A-1 1
0
�t
F-1
F-2
F-5
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar cont,
18" x 16" mono. footing
g
with (2) #5 rebar conk
and curb
with (2) #5 rebar Cont.
g„
4" to 6 r
4 —
16"
4"
16"
18"
18"
18"
INTERIOR STEP FOOTING
CURB FOOTING
MONO. EDGE FOOTING
AT GARAGE
F-3
F-4
F-6
8" x 8" mono. footing
Recess 4" at Shower
with (1) #5 rebar cont.
81,
10" x 10" mono. footing
with (1) #5 rebar coat.
4" 4"
4" 4„
4" 8"
4„ 4"
g° 1
10'
8„ F-1
Lania (10" Deep)
TYP. SHOWER
THICKENED EDGE
RECESS
LANIA FOOTING
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor bier.
If concrete slab contains 6" x 6" 10/10 W WM 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
to sewer
system
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
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.
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
pow' 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 "Hilti C-100" or
Simpson Epoxy -Tie.
3" v.t.r. 2" Auto
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot waier lines
Plumbing Riser Diagram
n. I. s.
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered All sanitary lines above 2" shall have a slope of 1/8" per
for rough in dimensions. foot minimum.
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.
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.
cry
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date I revision
5/12/18 Plan Reviev
Comments
drawn
checked
,d.
date
4/3A 8
Scale
as noted
job number
18012
sheet
A-2
Wind Zones - Walls
2 x 4 16"c.c. with
(2) top plate with
2 x 4 sill plate &
1/2" c.d.x. plywd.
and ext. finish, see
wall section
Gross Wind Pressures
End
Wind
Trib.
Zones - PSF
1
2
3
4
5
Zone
Speed
Area
+40.5
+40.5-43.9
<10 s.f.
-37.0
-64.5
-95.4
-54.0
+38.7
438.7-42
20 s.f.
-36.0
-59.3
-89?
1
-50.5
4 ft.
160 mph
+36.2
+36 2-39.7
50 s.f.
34.6
-52.5
-81.0
-45.7
+34.4
+34.437
100 s.f.
-33.6
-47.3
-74.8
8
427 1
+30 2
+30.2
500 s.f.
-33.6
-33.6
Cupoula Detail
pre eng. trusses
see typ.wall sect.
for roof sheathing
and finiM
F3 with (8) 10d
al each truss
1/2" c.d.x. plywd.
€offit, painted
6" x 2" Smooth Stucco
Bands Typical at comers,
windows, doors and
Freize Bands along
Soffit
Hardi Plank
Siding at Front
Front F,levation
scale: 1/4" = 1-u`
Right Elevation
scale: 1/4" = l'-0"
Left Elevation
scale: 1/4" = l'-0"
MM
am
Hardie Plank
Siding—\
6" x 2" Smooth Stucco
Bands at corners and
Frieze
I
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T.O.B. 10'-0"
Window Head g, 0„
_ _ _ F.F.E_.$� 0.00,
- - T.O.B_ - 10'-0„
Window Head_ g, 0„
F.F.EL--� 0.00'
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date revision
5/12/1, Plan Review
Comments
drawn
1_
checked
s.l.
date
4/3/18
scale
as noted
job number
18012
Sheet
A-3
Two Coat Stucco
Finish over CBS
+38,7
SOb
+38.7 +38.7
42.1 -42.1
3787
*6®.6
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+36.2
39.7
E
000wagai-ow
wMasaw
scale: 1/4" = T-0"
PRODUCT APPROVAL
Apprmb�erl
Product
Model Number
MenuFaoturer
Q�
Attachment Method
Rated
Reset
Nu
Deeetgrt
res
SN. Windows
Head: 3" max. from cornete & (1) at center, Jambe.
FL# 174992
U-Factor. 0.66
186 SH
MI Windows
3/18'
3" max. from Comete & (2) equal spaced at each aide of
meeting tell. Use 3/18" Tapcon wkh 1 1/4" embedment
+406 .64.2
+/- 66,0
S.H,G.C..22
ANN.
Into concrete
SM. Windows
Head: 2" max, from com�to & (1) at center, Jamba:
FL# 17499.1
U-Faoton 0.66
186 SH
MI Windows
Impact
2" max from comers & (2) equal spaced at each elde of
meeting rak Use 3/16" Tapcon with 1 1/4' embedment
+40,6 -64,2
+/- 66,0
S.H.G,C..22
Into concrete
Fixed Window
Head: 6' max from corners & 18' max oc. all sides
FL# 16348.1
U-Factor. 0.66
186 SH
MI Windows
ANN.
ANN.
Use 3/16' Tapoon with 1 1/4" embedment
+fib 9
+!- 60,0
S,H,G,C: 22
Into concrete
Fixed Window
Head; 3" max, from comers & 13 t/2" max oc. all sidee
FL# 16349.3
U-Factor: 0.66
186 SH
MI Windows
Impact
Use 3/18" Tapoon with 1 1/4" embedment
+40.6 -64,0
+/- 66,0
8,H,G,C.; .22
Into concrete
Head: 6" max from comers (2) each aide of meeting tell
f7'od, max, at Head and Sill Jambs: S" from oomers and
FL# 163322
Sliding Glass Dr.
Series 420
MI Doors
AN
Irmo. max Use 3/16' ITW tapoone with 1 1/4"
+382 -39,7
+/- d0A
embedment Into concrete
FL# 16363.2
Mullion
6764
MI Windows
NA
Two 1/4' Tapcons per olip with 1 1/4' embedment Into
ooncre% with 21/2" ledge distance,
+38,7 -42,1
+/- 63,3
H.R. Windows
3/16
Head: 2' max from comers (2) each ,1ide of meeting rail
11°lea max at Head and 810. Jambe: 2 from corners and
FL# 16361.3
U-Factor. 0,66
188
MI Windows
ANN.
11'oc. max Ube #6 x 1 5/8" wood screws with 1' min
rgQ6 b42
+/• 660
SH.QC.:.22
1 embedment Into wood buck
Double Opaque
6' from comers & 14.61oa at Jambs. Head and Sill 3" and
FL#: 160374
Swing Doors
Fiberglass
Therma-Tru
NA
T from Centerline, Use 1/4" Tapoon with 1 1/4" embedment
+36,2 -39,7
+/- 60.0
Into concrete
igiaLg(i)
FL#: 82487
Garage Door
Model 8000
Wayne Dalton
NA
(3) total 6/1v x 16/8" leg screws. M total
6/18 x 16/8 I screws bracket
+204 •22,7
+30,0 -33.6
Product
Model Number
Marxitaottuer
Attachment Method
Rated
Produot Rated
Number
pest Preeem
Dealon Preema
FL#: 17443.1
Roofing
28 Gs. 6V Crimp
JA Taylor#
- 000roe rea a er sealing was a oa song
perimeter & 12"0.0. In main field
FL#: 128662
Storm Panels
28 Ws. Steel
Town & Country
1/4" All Pointe Solid Set Anchor x 7/8" embedment 2' min edge distance
Woo. Top & Bottom
+40A -64,0
+/- 64A
1/4" long No.11 Qauge Galv. Roofing Nall with full round head to penetrate
FL#: 13192
i
Siding
I
Lap Sldhp
James Hardie
furring 1' 6 3/8"lea Venloal and S'oo, Halz with 3/8" min edge distance and a
-42.1
-920
max 2" Was distance
M yy/++
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411
date
4/3/18
scale
ae noted
lob MMW
13012
r
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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
Beams: I1/2" 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.
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 ofSteel
Construction (RISC), 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 .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.s.i. All footings shall bear in virgin 90il. 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:l•
(c) Roof members should be secured to the beams or ofer
structural components with hurricane anchors for wind sip
lift -
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, mate, utilities, testing,
waste removal, storage, securing of site, accomodation, tr axigicitl
and all other cost related to the completion of this project.,explicitly
identified here.
Owner is responsible for all municipal related charg0li 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 ommisstons are not reported in writingto the ar6itte ctoresulting
damages or costs shall be born entirely by the genet&[
Architect is not responsible for the contractors medal or means of
construction.
General contractor is to keep the site in a clean and safe th tractconor to
out the course of construction. On building turnover, g
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 faster to
framing members with No. 11 guage nails with 1 3/4" entbed- with 3/8"
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. .
Install one layer of 15# felt to framing prior to installing H lath
INTERIOR WALL FRAMING NO`
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side nd
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in staggered rows spaced 12Tt in field
If roof pitch is < 4/12 instal] (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
5/8" c.d.x. sheathing or equal installed with stagggeredjoints & GYclips,
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
professional engineer certified for truss design. Any deviation fro
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabricatio
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 mfg '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 f
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware slas ]
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
SET AT 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 INSTALL TIO1
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 mechanical y 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 pastel 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"
2"d
Pipe
et bal
:om a
(4) 1/4" s 2 1,
Tapcons
Cap
ypical Cone.
roundation
Ballard Detail
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty'
Connector
Fasteners
Point
Uplift
ID
Uplift
2 1
857
HETA16
1
1810#
(9) 1Od x 1 1/2"
E04
7
857
HETA16
1
1810#
(10)1Odx1 1/2"
2 Ply
E01
1
2348
7
2818
4 ply
(1) 5/8" ATR with 12" min.
MGT
1
3965#
embedment and (22) 1Od
to gvder. Drill and epoxy
ATR in bond beam.
1
2512
C09
7
3026
2 Ply
6
2117
HHETAI6ri
2235#
(10) 10d x 1 1/2"
Got
2 Ply
1
1382
HETA16
1810#
(10) 10d x 1 1/2"
DOS
5
1317
HETA16
1810#
(10) 10d x 1 1/2"
2 Ply
All other
trusses
ALL
<1000
MTS18
1000#
(14) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<181A
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Supporting
(4) 10d
Valley
Framing
<250#
VTCR
1
370#
Valley
(3) 1 Od x 1 1/2'
Trusses
Truss
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
per manufacturers spec's.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
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
7 x A hnttnm cord hrnrins
Bottom Cord Lateral Bracing
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
]/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 16"o.c. MAX.
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"e.e.
Garage Door Buck Detail
comer bars at beam
(outside only) (2) corner
bars at footing (min.) — — —
Vert dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
0
b
h
all corner bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
Alum. window
frame
3/8" continuous bead of
caulk (back bedding)behind
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish
Gunable sealants shall comply will,
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction precast
cone. sill
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
a
window sill
Typical Precast Cone. Sill Detail
DESIGNBD TO MEET THE REQUIREMENTS OF
FBC 2017 "FLASHING"
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid pas8age
set flange in continuous
bead of caulk across the
entire face of buck
CBS
Min. 1 1/4" embedment
° a . at windows and min.
a a 1 1/2" embedment at
XA<1s1. gl. doors
1/2" diywall
Ir
stucco finish
perimeter caulk J/
Attach p.t. bucks J
with 8d coil nails at
12"o.c.
Typ. Alum, window -
jamb or sliding glass
doorjamb
1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
NOTE: Method of attachment and
Gunable sealants shall comply with
waterproofing procedures are the
same at poured concrete sill.
ASTM C 920 Class 25 grade or
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 2017 703.8 (FMA-AAMM 200) "FLASHING"
Window & Door Flashing Detail at CBS Wall
Saf Load Table Notes
1. All values based on minimum 4" nominal bearing.
Excep on: Safe loads for unfilled U lintels must
be ret)!Slced by 20% 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 afe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per CI 318 and ACI 530.
yry of %5 reber
atb°a°m afimta
F-fl1lM grout oevry
wa mtl
pe
z 8F16-1B/1T
p5 rebr �atbmtom aminil-+ofimcicavh, Mo par at mp
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
1. Installation of U 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 mason , 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.
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
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"
8672
200
4292
176
81724-113/1T
L-2
3'-8"
8974
200
4853
176
8F24-lB/lT
L-3
5'-10"
6063
200
3295
176
8F24-lB/1T
L-4
9'-7"
2781
707
1865
857
8F24-1B/lT
L-5
TJ-
3129
830
1891
857
8RF22-1B/1T
L-6
3'-0"
8974
1533
5591
792
8F24-1B/1T
1,7
T-8"
3496
794
2084
647
8F24-lB/1T
L-8
17-4"
1849
143
1268
158
8F30-lB/1T
L-9
10'-81
2423
585
1738
488
8F24-IB/2T
L-10
9'-4"
1843
200
1326
176
8F16-lB/2T
L-11
3'-10"
1 8974
1189
4853
1317
8F24-iB/1T
L-12
4'4"
8060
100
4409
200
8RF22-1B/1T
L-13
5'-4"
7342
994
3607
739
8F24-1B/lT
L-14
5'-4"
5365
200
2290
176
8F16-lB/lT
L-15
5'-2"
7342
1533
3607
792
8F24-lB/1T
L-16
1T-10"
750
281
424
293
8F16-lB/2T
Mim. Beam depths shown, beams may be increased without comment
At Lintels over 24" deep provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
I v-0" -
0.00, F.F.E.
Bottom Cord
of Truss
2 x 4 top plate
1/2" gyp. d.w.
2 x 4 studs 24"o.c.
No. 3 Stud Grade
2 x 4 p.t. sill plate
wood base
Cased Hard Coil
Nails 12"o.c. max.
Concrete
Interior Wall Section
00
00
t
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Car
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U
date revision
5/12 18 Plan Review
Comments
drawn
S.I.
checked
s.l.
date
4/3118
scale
es noted
job number
18012
sheet
A-5
scale: I" = F-0"
Includes Buck Attachment Method
EleoWAI Load Calculations
2392 Living S.F. at 3 VA
7176 watts
Two 20 Amp Appliance Ckta.
3000 watts
1600
One Laundry Cir. o 1500 watts
watts
One Oven
8000 watts
One Cook Top
8000 watts
One Dishwasher & One Disposal 0 1600 watts each
3000 watts
One Microwave o 2000 watts
2000 watts
One Water Heater o 4.6 kw
4600 watts
One Dryer o 6 kw
5000 watts
One Ref. 0 1500 watts
1600 watts
Two Bathe o 1500 watts each
3000 watts
One Sprinkler Pump
2025 watts
Total 48,701 watts
First 10 KVA at 100%
10,000 watts
Remainder at 40%
16,480 watts
Total
26A80 watts
One AC Heat at 100%
10,000 watts
Total 35,480 watts
36,480 W / 240 V ■ 148.0 Amps
Use 200A Service
Smoke detectors wired to 120V Bathroom lights
Non Swltchable, Non GFI
Electrical contractor to verlfy all equipment loads prior to
start of construction Electriical contractor to recalculate
electrical schedule if loads are to be modified
(3) *3/0 (THW) coppppeer
and (1) *4 round (THW)
copper in 2 gaiv. conduit
Paanel: 2000 AAMr�C,B, I
200 Amp
120/240 Volt Panel
6/8" die, x 10'-0"
long ground rod\ 43/4" co Per
ter pipe
(3) *3/0 (THW) coppppe8r
and (1) $4 round Tr
copper in 2 galy. conduit
F.P,L. service
(if underground
sarvice)
\tle ground wire
to footing rebers
electrical Riser Diagram.
x
1
1 t/
6
u
NOTE; RWSPTAOLES IN KITCHEN & BATH AREAS TO BE 4e" AFF.
ALL 120V SINGLE PHASE is S 10 AMP BRANCH CIROUITS SUPPLYING
OUTLETS THAT ARE NOT Wa MUST BE APOL
TAMPER PROOF REOEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 18 S 20 AMP BRANOH OIRCUM
Screened
Lania
to recepticals
bo_ - — - - _ _ / in rear soffit
Light \ \
Sitting Porch
IFan &Light \ Nook
\� \
Pool Equip. --
Location '
gfi \
Master Bdrm. \a
I\ Fan & Light
II I
I \ I
4-
®/
pin
atctic
3" Duct
to Soffit oI
3" Duct \
t0 Soffit 1
i
i
Underground
Electric. Extend Meter o
Thru Attic
eoHs gfl,p" �7
mamt wp
Electrical Plan
scale; 1/4" : 1'-0"
3 1/2" Door Casing
is being installed
throughout
Provide wood backing
at all TV Locations for
Mounting
Living
Fan & Light /
I / I
I
I � I
'Dining
4 \
to----pticals
In front soffit
A 1[ 1
ao,Ht cc
gfi
wp
dw,
/ Kitchen
I I
Family
i Fan & Light
I � I
I � I
I I
I/ I
I I
Bdrm. 3
+;a Fan & Light
aa.
O
J�
gfi
Fan &Light
B d
Bdrm. 2
"-Il+Duct
o"soffit
gfi
F( Diac.Disc.
_� wp
\ \ irrig.
1 0 \T}. Pump
In attic
A.\ \ ' 6CBEER
\ \ Trans Unit
\ GDO
�gfl
\ \ Extended fi
(2) Phone Jacks
(5) Telephone Jacks
(6) Outside OFI
Locations will be
verified by Owner
at Bough
Service 9 wp
Garage Thru Attic gfi
�\ Electric
Panel
\Future
\Generator
\ gfl
\ � moot
Light
.a..e
C£ Cr
W
W
Cr`i0
Q m
• I.
z
� W
to
W
CC
cc
v
>w
offLU
cCID
I�
drawn
ea
Checked
date
4i3eI3
40619
as noted
Wp number
1602
;heat
X*
M
h
96" z 20"
Fix. Glass
L-1
N 14
sh
L-6
113
o
0
4r-0"
-y
RN
9'-8n
2'-7" Y-2"
16'-6"
l l'-4"
T-8"
3=3"
19'-8"
16-5" 3 _3"
I 1'-81, 10'
L-1
35
s.h.
5'-6"
T-11"
O
0
❑• DD oo
•;
35
Concrete
Lana
18,.4"
i
❑'
1
IFamily
Sl GI Dr 10' 0" Ci &
I
1
•
Provide Storm v I 12" Coffer I
Panels under I I
Lintel Along- 1 35 35 K1 1 I
HR
HB L'1 25 I Porc BR
Irl c 1 I
I / ❑
• __-_____ �_i__ __ ___________ _ \
C ; _BR
Sitting �, �` lbXlut- J
lor_on chug S L Porch Nook
10'0" ch�lg L-1
O
8r4�Y01 l7 v ''' fromFF E. - lot -Orr Cing
N C N ❑
Stucco N J6080
Ce1lmgi bXI4 bX SL Gl. I'ir. i BdrIn. 3 2660 sh
d.w. i d i (7 Egress
C N 8� 10'-0" Cing.
4,-0n 4t_8n 8t-0n i 0 /z ? 8 2
, g1$ r n n
9080
SL GL Dr. Cook 0�
MasterBdrm. 1 �------- Kitchen pVtrl0'-0"Cing. & I \ [,Wall
1ero 10' fl" C1ng �� i w 266U sh
~ �s 6080 p E
12 Coffer _r I�x�bX� �
I 14-0! Living I 1680 _
r1 II 10'-0" Cing. &1 i 4 1 ReeemdSt4tr 311 Ref x
er12Coff______ .
1
Wall framed .......................,..........:
to 8'4^ I ,i Fixed Glass
-45
L-1
3 � �p � Vie, �IJ��\Yj------� - � -- � Q ❑
00
00 e 2' S" - —
O N N
Cq
Dining qt1
b Bdrm. 2 25 s.h.
Vt` 10'-0" Crag Egress
5080 0 223 i 1� fy vtr.Cing. J�'�
1 12r_6nIron r
r 2, n l V 2n n 4t�n
1 �!
0 i _ a
O Bid co O ORAPACIMPACT
6080 �
N 1 GLASS T GLASSY N
' K"D
NEll 10!a o r o n] ���1 a
2880 L 6 H36 L-1 3b 1MPA H36 L 6 tiE mW. o
68o Pocket ❑ s h ❑ sh. GLASS s h❑ N U
o
Stucco
-6' T-10" ' 3'3" 5' 4"� '' o Ceiling --�' w� RI Insulation
Co a at Adj. Walls
Li
Arched � �
i Header
n O
Drop 12 v Freestanding
Tub Unit
Seat :. O
o
t7
7L 3 35 sh.
I Sa Glass
10'-0" Clng U
from FF E.
Non Strucbsal /
Frame Beam -
16" Deep
36" Tall Alum. Guard
'a Rail with Vat 4"o.c.-
max with 4 x 4 Alum -
Deco. Columns
M I I 4'-4" 4'-4" t414' 4'-V 1 6-11"
Floor Plan
scale: 1/4" = 1'-0"
lt-0" 8,-8n 4,-0"
16-8"
8'-0"
14'-0"
$a0 i-----------
22.5 x 54
Attic Access
with Ladder
Pmvide Plywood
Decking in Attic
2'-6"
Garage
W-0" C ba .
from F.F.E.
23t-8n
16'-0"
25'-0"
q
30
a
F
M
A.C.
Cond.
ac. cond. on 4"
coot. pad. Fasten
unit to concrete o
using the metal
anchor flange by
manufacturer with
1/4" x 3" tapcons
typical (4) places
BB
r-lo" s^
2^' Fu: ❑
Gass
LASS Octagon
IMPA
G
ao
L-6
m
5V CRIMP METAL PANELS
e w ON 30# ROOFING FELT
0 o OVER 5/8" C.D.X. PLYWOO
SEE CONNECTOR
PRE ENG. WD. SCHEDULE
TRUSSES 24"c c.
ALUM. DRIP EDGE ON
IR2P.T.0N2x6
CEDAR FASCIA--
STUCCO
SOFFIT
LEVEL RETURNS 2t-0n
BY TRUSS MFG.
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS SIDES
AND REAR
HARDIE PLANK SIDING
OVER I x 3 P.T.16"oc.
FASTEN FURRING WITH 13/4"
LONG PINNAIL WITH .145 DIA
COVER WrIH HOUSE WRAP ON
FRONT ELEVATION
GRADE `o-
6
ICYNENE FOAM 1NSUL.
AS PER ENERGY CODE
�J
1/2" D.W.
1 x 4 P.T. BOARD
FIRESTOP
(2) COURSE BOND
BEAM WITH (1) #5
REBAR FILLED WITH
GROUT EACH COURSE
8x16x8C.M.U.
WITH #5 VERY. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 16"o.c. o
a
3/4" INSULATION BRD.
ON C.B.S. AND I x 2
FURRING 16"oc.
W" GYP. D.W.
I x 4 P.T.
FIRESTOP
- - 44
4" 3000# FIBERMDC CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FML
Typical Wall Section
scale: 3/4" =1'-0"
Project Data
Project Name: Chesser residence
Street Address: 1317 Lone Pine Drive
Legal: Lot 20, Lone Pine Subdivision
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 30.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 150 MPH
Wind Importance Factor: 1.0
Building Category: lI
Wind Exposure: B
Internal Pressure Coefficent .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3333 s.f.
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code NFPA 70
Area Tabulation
Living 2392
Garage 611
Porch 182
Entry 148
Total 3333
Lania 785
Total Cubic Volume: XXXX
_ —
Provide wood backing I i
at all TV Locations for I 6112
MOunttner
6/12
I
! 5' 6"
I
I
6/12 I 6/12 1
I I I
I I i
16'-0"
6/12
I
6/12
I
1 6/12 -------------
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