HomeMy WebLinkAboutBUILDING SITE PLANSSafe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced 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 liner 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.
ity of #5 abar
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Lintel Type Designation
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 to 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
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
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 nun.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
Irl
4'-6"
6113
940
2724
242
8F16-lB/lT
L-2
4'-8"
6389
617
2.618
169
8RF18-lB/lT
Ira
T-8"
1843
227
1133
91
81`16-1 B/1 T
L-4
17'-4"
1326
610
520
168
8F20-1 B/l T
L-5
6'-2"
3120
674
1651
152
8RF]4-1B/1T
L-6
T-8"
1843
363
1133
193
8F16-lB/1T
L-7
9'-6"
1533
227
914
91
8F16-1B/lT
L-8
3'-8"
6113
940
3547
242
8F16-lB/1T
L-9
12'-0"
1254
227
723
91
8F16-lB/lT
L-10
11'-8"
1254
940
723
242
8F16-1B/1T
L-11
9'-8"
1533
250
914
150
8F16-lB/lT
Min. Beam depths shown, beams may be increased without comment
At Lintels 24" deep or larger provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
Cast in Dlace sill or Tie Beam ODtion
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
35'-1 "
Climatic & Geographic Design Criteria. Project Data
Weathering: Negligible Termite Area: Very Heavy Project Name: Bishop Residence
Street Address: T.B.D.
Flame Spread Index & Smoke Developed Index City: Vero Beach
County: Indian River
Insulation Flame Spread: Not to exceed 25 State: Florida
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200 Scope of Work
Ceiling Finishes: Not greater than 200 New One level CBS
Single Fanuly residence
87-8"
16'-9"
25 s.h.
Safety + HB
Glass
L-1
17'-10„
AC Cond.
on Conc.
Pad
26 s.h.
Egress
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 1.60 MPH
Wind Importance Factor: 1.0
Building Category: H
Wind Exposure: B
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Cone.
Pad
18'-0"
FILE COPY
Building Data
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Ocuipancy Type: Group R
H
Construction Type: V
Number of Stories: One
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Project Area: 2814 s.f.
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Building Code
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2017 Florida Building Code: Residential00
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2014 National Electrical Code: NFPA 70
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Total: 2814
Total Cubic Volume: 17,577 c.f.
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RECEIVED
DEC 2 6 2018
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Foundation & Footing Plan
scale: 1/4" — 1'-0"
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
pour locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5" fi om ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy t1)
anchor the #5 rebar in place. Use either "Hilti C-100" or
Simpson Epoxy -Tie.
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 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
F-I
F-2
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
and curb
pll
4" to
4"
----
4"
1611
1611
1Q11
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MONO. EDGE FOOTING
CURB FOOTING
ATGARAGE
F-3
F-4
8" x 8" mono. footing
18" x 16" mono. footing
with (1) #5 rebar conc.
with (2) #5 rebar cont.
41, 4"
41' 4"41'
411 1411
. . F
8"
1811
THICKENED EDGE
STEP FOOTING
2.
snow,.
I 1/2" � t
Plumbing contractor to provide a
water hammer & shut off valve at
each fi ture
Insulate all hot water lines
Plumbing Riser Diagram
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor Alan. 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
to sanitary foot minimum.
system
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 (refer d 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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❑❑
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Front Elevation
scale: 1/4" — 1'-0"
❑ ❑
❑ ❑
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Rear Elevation
scale: 1/4" = 1'-0"
T.O.B.
8-0 — Window Hu
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0.00'----
Left Elevation
scale: 1/4" = 1'-0"
Right Elevation
scale: 1/4" = 1'-0"
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Roof Wind Zones
Wind Zones - Walls
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-------------\-
2
13 3
I 3
3
Connector Schedule
Truss
Bearing
point
Truss
Uplift
Connector
11)
Qnty
Connector
Uplift
Fasteners
13
953
HETA'16
1
1810
(9) 1Od x 1 1/2"
AIOG
23
321
HETA16
1
1810
(9) 1Od x 1 1/2"
19
2103
HTS16
2
2900
(16) 10d x 1 1/2" per strap
17
554
HETA16
1
1810
(9) 10d x 1 1/2"
A 17G
10
933
HETA16
1
1810
(9) 10d x 1 1/2"
14
A24G
1002
HETA16
1
1810
(9) 10d x 1 1/2"
9
ZEJ7G
4
152
HETA16
1
1 1810
(9) lOil x 1 1/2"
7
385
HETA16
1
1810
(9) 10d x 1 1/2"
CO2G
5
494
HETA16
1
1810
(9) 10d x 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000
(14) IOd x 1 1/2"
to Frame
All other
trusses
ALL
<1000
HETA16
1
1810
(9) 1 Od x 1 1/2"
to CBS
Supporting
Valley
Trusses
I Framing
<250#
MTS72
1
1000
(14) 1Oil x 1 1/2"
valley
Truss
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 2" max. from comers & (1) at center. Jambs:
FL# 17499.1
S.H. Windows
185 SH
MI Windows
Impact
2" max, from comers & (2) equal spaced at each side of
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+38.7 -%5
+/- 59,0
into concrete
Head: 6" max. from comers, (2) each side of meeting rail
Fl.# 15332.2
Sliding Glass Dr.
Series 420
MI Doors
3/16"
17"o.e. max. at Head and Sill. lambs: 6" from corners and
17"o.e. max. Use 3116" ITW tapcons with 1 114"
+34.4 -37.8
+/- 4(0,0
ANN.
embedment into concrete
6" from comers & 14.5"o.c. at lambs. Head and Sill 3" and
FL#: 15037.4
Swing Doors
Fiberglass
Therma-Tot
N.A.
7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42.1
+/- 50.0
into concrete
FL#: 15371.2
Garage Doors
Hurricane Master
DAB Door Company
N.A.
Flag Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total
+20.4 -22.7
+36.0 -44.0
824/811
Bracket T-0" height (1) 5/16" x 1 5/8" lag mews per bracket'.
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#:24221.9
Roofing
26Ga. 5VCrimp
Dynamic Metals
#10-1 1/2" coorosion resistant fastener with sealingg washers 8"o.c. along
I
243,5
I -
comers & 16"o.c. in main field. Tyr. at overlap &middle rib
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Roof Plan
scale: 3/16" = F-0"
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 specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.£)
Contractor to approve temporary bracing to prevent toppling
of trusses, see RIB-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 "Hill" C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
SEE TRUSS PROFILE SHEETS BY TRUSS MANUFACTURE
FOR ALL BEARING POINTS, LOCATIONS AND DESIGNATIONS
Pre Engineered Wood
5V Crimp (26 ga.) roofing Roof Trusses 24"o.c.
panels over "Peel and Stick" Shop Drawings by
underlayment on 19/32" Others
c.d.x. plywood fastened as
per nailing schedule See Connector
F Schedule
Spray Foam \ 12
Insulation per 6
Energy Code
9'-4" -$�- T.O.B. - —
1/2" d.w.-/
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
Filled with Grout
1 x 2 p.t. furring
strips 24"o.c.
over 1" Insul.
Board
1/2" d.
#5 vert. rebar in
grout filled cell _
See Floor Plan
for Locations
4" 3000# Fibermix
Concrete on .006
Visquine on Clean,
Compacted, Termite
Treated Fill -,
0.00'- r.r.l.
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Smooth Stucco
Frieze Band
-Galy. Drip Edge
over 1 x 3 p.t.
x 8 Cedar
Stucco Soffit over
High Ribbed Wire
Lath Fastened to
Trusses, Provide (1)
Layer of #15 Felt on
Trusses under Lath
8x16x8
CMU Typ.
Stucco Finish over
Concrete Block.
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
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1' 6" (2) #5 rebars coat.
Typical Wall Section
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11/3u/18
scale
as noted
job number
18049
sheet
A-4
C
O
STRUCTURAL NOTES:
GENERAL ROOFING NOTES
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous top bars. Reinforcing have
Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
ends of all steel shall
a minimum of 1" concrete cover, or as follows:
at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field.
If roof pitch is < 4/12 install (2) layers 15# felt.
BOTTOM TOP SIDES
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
Beams: 1 1/2" 1 1/2" 1 1/2"
5/8" c.d.x. sheathing or equal installed with staggeredjoints & GI clips,
to trusses with 8d corrosion resistant annular ring shank
Slab on Grade: 1 1/2" 1"
nailed nails
_
Structural Poured: 3/4" 3/4"
spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends.
Poured Walls: 3/4'
Slabs exposed
All roof trusses are to be pre -manufactured assemblies provided by
to the weather 3/4" I " _
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 from
Reinforcing steel shall be detailed and fabricated in accordance
the proposed plans as shown regarding placement or bearing shall
with the "Manual of Standard Practice of Detailing Reinforcing
be brought to the attention of the truss engineer prior to fabrication
Concrete Structures" and the current "ACI Building Code 318"
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
All structural steel shall conform to current ASTM Specification A-36
The handling, erection, and fixing of wool trusses shall be in
accordance with the specifications contained on the certified mfgr's.
All wood in contact with masonry shall be pressure treated or approved
drawings and data.
seperating material.
All engineered headers and truss hangers to be provided by the
All dimensions shall be verified in field by the contractor. If there are
truss manufacturer.
any discrepancies the Architect or Engineer shall be notified before
Splitting or cracking of structural components due to installation of
proceeding.
hardware is not permitted.
No slump over 5" shall be permitted for any structural concrete without
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
the Architect or Engineer approval.
standard practice.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
BUCK ATTACHMENT NOTES
Construction (AISC), The Florida Building Code and all applicable
local codes.
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
Structural Concrete shall attain a minimum ultimate compressive strength
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX.
(Fc') in 28 days as follows:
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR "T" NAILS" 4" FROM ENDS AND 12"o.c.
All other concrete: 3000 p.s.i.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
Footing sizes and reinforcing are based on allowable soil bearing
capacity of seAll footings shall bear in virgin soil. If this
is not the case, , theArchitect or Engineer shall be notified before
SHEATHING NAILING NOTES
proceeding with the work.
Nailing Pattern
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
drawings by a registered Engineer.
Zone 2: 8d at 4"o.c. edges & field
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
Zone 3: 8d at 4"o.c. edges & field
(c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift.
Pneumatic Nails
All wood members shall have a minimum fiber stress in bending
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
P
Min. nails size a r larger ring shank with
Min. shank diameter:.113
Min. Length: 2"
Lag bolts to be used only in shear connections with minimum
Min. Head Diameter:.280 Full Round
4" threaded penetration past steel plate.
Min. Ring Diameter .012 over shank dia.
Min. 16 to 20 Rings per Inch
Lag bolted conditions shall be drill tapped no larger than the
Note
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
P q g
r m an as an
Gun nails shall tie from
acceptable fastener from any manufacturer
plys at frame bearing locationsWood
screws meeting s he same size
lieu
GENERAL REQUIREMENTS
of nails without comment
may be usedtw ent
All work to be as per the current edition of the Florida Building Code
Nailing Schedule
and meet or exceed all applicable local requirements.
ROOF At FLOOR DIAGRAM
General contractor is responsible for all labor, materials, utilities, testing,
Use sheathing with #8 gun nails at 6"o.c.
waste removal, storage, securing of site, accomodation, transport/freight,
at supported panel edges and #8 gun
and all other cost related to the completion of this project., unless explicitly
nails at 6"o:c. at intermediate supports.
identified here.
ROOF SHEATHING TO GABLE END FRAME
Owner is responsible for all municipal related charges such as impact
Use #8 gun nails at 4"o.c.
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
EXTERIOR SHEATHING
General contractor to check all drawings for errors and ommissions and
Use#8 gun nailsot4"o.c. atpanel edges x
and #8 gun nails at 4"o.c. at panel top and o
bring them to the attention of the architect prior to starting any work, or
bottom and 6"o.c. in field 8
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
y
damages or costs shall be born entirely by the general contractor.
THRESHOLD NOTE
Architect is not responsible for the contractors method or means of
construction.
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
General contractor is to keep the site in aclean 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.
Wire Lath Attachment
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
Over wood framing the paper
backed wire lath shall be installed
All plans and drawings are not considered complete until they have been
over one layer of approved plastic
reviewed and approved by the St. Lucie County Building Department
house wrap. Lath shall be attached
and the building permit has been issued.
horizontal framing members with 1.5"
roofing nails and to vertical wood
EXTERIOR CEILING & SOFFIT NOTE
framing members with 6d common
7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
framing No. 11 1 3/4" 3/8"
nails or 1 " roofing nails driven to
penetration of not less then 3/4"
members with guage nails with embed. with
dia, head 6"o.c. max. edges to be tied and nailed at 9"o.c.
of an inch, or I" Wire staples
Install one layer of 15# felt to framing prior to installing ribbed lath
driven flush with the plaster base.
Staples shall have crowns not less
INTERIOR WALL FRAMING NOTE
than 3/4" and shall engage not less
Interior non bearing walls to be 2 x 4 studs 24"o..c.
than three strands of lath and
penetrate the wood framing members
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
not less than 3/4". The fasteners must
lieu of screws.
penetrate the wood framing members
not less tha# 3/4". Fasteners shall be
7" o.c. max;.
` Ceramic Tile
';Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
fA7 08.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced
backer shall be used behind wall applied ceramic tiles in the tub
and shower areas and conform to ASTM C 1325. Per Durock,
cement board exceeds ASTM C 1325.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
C 1177, C 1178, C 1278, C 1396, or C 1658 and installed per FBC residential
:code. Per USG, Wallboard conforms to C1396.
rpsum board and gypsum panel products shall be applied
right angles or parallel to framing members. All edges and
ds of gypsum board and gypsum panel products shall
cur on framing members, except those edges and ends that
perpendicular to the framing members. Interior gypsum
and shall not be installed where it is directly exposed to
lather or to water.
all and ceiling gypsum board shall be fastened with screws
aced at 12"o,c. Screws for attaching gypsum board and gypsum
nel products to wood framing shall be Type W or Type S m
-ordance with ASTM C1002 andshall penetrate thewood not
s than 5/8" inch (159mm) Gypsum board and Gypsum panel
)ducts shall be attached to cold formed steel framing less
in 0.033" (linen) thick shall be Type S in accordance with
'TM C1002 or bugle head style in accordance with ASTM C1513
d shall penetrate the steel not less than 3/8" to 0.112"
nm to 3mm) thick shall be in accordance with ASTM C954 or
gle head style in accordance with ASTM 1513. Screws for
aching gypsum board or gypsum panel products to structural
mlated panles shall penetrate the wood structural panle facing
t less than 7/16"o.c. (11.lmm).
Tsum board used as the base orbacker for adhesive application
ceramic tile or other required nonabsorbent finish material shall
nform to ASTM C1396, C1178, C1278. Use of water resistant
pstlrn backing board shall be permitted on ceilings. Water
ustant gypsum board shall not be installed over a Class 1 or
ass 2 vapor retarder in a shower or tub compartment. Cut or
posed edges, including those at wall intersections, shall be
sled as recommended by the manufactuer. Water resistant
psum backing board shall not be used where there will be
ect exposure to Water; or areas subject to continuous high
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
CBS
q Min. 1 1/4" embedment
o at windows and min.
a a': 1 1/2" embedment at
d a ° e sl. gl. doors
e.. . .d A
stucco finish
perimeter caulk /
Attach p.t, bucks J
with 8d coil nails at
12"o.c.
Typ. Alum. window.
jamb or sliding glass
doorjamb
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 -,
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
window sill
Gunable sealants shall o a
ply with I 0 e
ASTM C 920 Class 25 grade or a. e
1/2" drywall greater for proper joint expansion
and contraction
precast
cone. sill
Typical Precast Conc. Sill Detail
\- 1/4" max. struct. shim
caulk
product approvals
NOTE: Method of attachment and
Gunable sealants shall comply with
waterproofing procedures are the
ASTM C 920 Class 25 grade or
for
same at poured concrete sill,
greater proper joint expansion
and contraction
Coat Bucks with L.MS 200 Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment
pre engineered
trusses 24"o.c.
ICold Formed Steel Nate
;Cold formed steel framing supporting gypsum board and gypsum V-411 —
panel products shall be not less than 1 1/4" (32mm) wide in the
least dimension. Non Load bearing cold formed steel framing
(shall comply with A1SI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI 5200
1/2" drywall
and ASTM C955, Section 8.
1/2" d.w.
Wood Framing Note
2 x 4 late
Wood framing supporting gypsum board and gypsum panel
p
products shall be not less than 2" (51mm) nominal thickness
inth least dimension except that wood furring strips not less
!than 1" by 2" (25mm x 51mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
1/2" d w
not more than 24"o,c. (610mm)
R11 batt insulation
corner bars at beam
(outside only)(2) corner
bars at footing (min.)
1=---__-----
2 x 4 blocking at
11 I
mid point of wall
(At Garage Adj. Wall)
= vert. dowel lapped with II
i wall reinforcing, all all corner bars to be the
II
laps 25" (min.) in grout same size, number, and
2 x 4 studs 16"o.c.
filled cell II spacing as horizondal bars
in footing, beams, and walls
I II
I P II
LV I
2 x 4 p.t. plate
zz/z^lap min.
Fasten with 8d
coil nails 8"o.c.
Corner Reinforcing Detail
wood base
0.00, t F.F.E.
i
Adj . Wall at Garage
` 8" x 16"C.M.U. WITH CELLS FILLED
WITH GROUT & (1) #5 VERT.
0DOWEL
OF
P.T. 3 SIDES
2 x 6 AT ()
OPENING, FASTEN TO BLOCK
AS NOTED.
�. DOOR SIDES
/
1/2" x 6" REDHEADS WITH MIN.
2" x 1/9" WASHER 12" FROM ENDS
j AND 24"o.c. MAX.
i
C7
DOOR HEAD
j 1 1/4" x 2 3/4" TAPCONS STAGGERED
1 24"o.c.
ll
O
q
OR 5/8" 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 1" O.D.
washers spaced bottom anchor
at 3 1/2" Isom bottom of 2 x 6
and top anchor at least as high
as the door opening.
Garage
Door Buck Detail
1 x 4 bottom cord bracing
l0-01,
Bottom Cord Lateral Bracing
2" dia. Galy
Pipe
Set ballard 12"
from appliance
Galy.
(4) 1/4" x 2 1/4"
Tapcon
Galy. Cap
Typical Conc.
Foundation
Bollard Detail
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checked
5.1.
date
11/30/18
scale
as noted
job number
18049
sheet
A-5
Electrical Plan \\To
Coach Garage
scale: 1/4" = 1'-0" Lights
�r
W
ELECTRICAL LEDGEND
RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
EXHAUST FAN OUTLET
THERMOSTAT
DUPLEX OUTLET -SWITCHED
DUPLEX OUTLET
220 V OUTLET
SWITCH
THREE WAY SWITCH
.w��
SMOKE & CARBON
MONOXIDE DETECTOR
-4+
TELEVISION
-Q
TELEPHONE
PUSH BUTTON
-U!D DIMMER SWITCH
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.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
Electrical Load Calculations
1890 Living S.F. at 3 VA
5670 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal @
1500 watts each 3000 watts
One Microwave @ 2000 watts
2000 watts
One Water Heater @ 4.5 kw
4500 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
Two Baths @ 1500 watts each
3000 watts
Total
First 10 KVA at 100%
Remainder at 40%
Total
37,170 watts
10,000 watts
10,868 watts
20,868 watts
One AC Heat at 100% 10,000 watts
Total 30,868 watts
30,868 W / 240 V = 128.6 Amps
Use 200A Service
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. 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. 200 Amp
1,o, 3W 40 Circuit Panel
120/240 Volt
a.c.
disc.
5/8" dia. x 10'-0"
long ground rod 3/4" copper
water pipe 1
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1 9'-7 13/64"
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(3) #2/0 (THW) copper
and (1) #4 round (THW)
copper in 2' galy. conduit
F.P.L. service
(if underground
service)
tie ground wire
to footing rebars
Electrical Riser Dia ream
drawn
s1
checked
s1
date
11/30/18
scale
as noted
job number
18049
sheet
Roof Wind Zones
Wind Zones - Walls
4'
rl
;73
] : -7t
Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Qnty'
Connector
Uplift
Fasteners
13
953
HETA16
1
1810
(9) 10d x 1 1/2"
A I OG
23
321
HETA16
1
1810
(9) 10d x 1 1/2"
19
2103
HTS16
2
2900
(16) 1Od x 1 1/2" per strap
17
554
HETA16
1
1810
(9) 10d x 1 1/2"
A17G
10
933
HETA16
1
1810
(9) 10d x 1 1/'2"'
14
A24G
1002
HETA16
1
1810
(9) 10d x 1 1/2"
9
ZEJ7G
4
152
HETA16
1
1810
(9) 10d x 1 1/2"
7
385
HETA16
1
1810
(9) 10d x 1 1/2"
CO2G
5
494
HETA16
1
1810
(9) 10d x 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000
(14) 1Od x 1 1/2"
to Frame
All other
trusses
ALL
<1000
HETA16
1
1810
(9) 1 Od x 1 1/2"
to CBS
Supporting
Valley
Trusses
Framing
<250#
MTS12
1
1000
(14) 10d x 1 1/2"
Valley
Truss
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 6" max. from corners & 12"o.c. Jambs: 6" from
FL# 15576.3
S.H. Windows
Oceanview
Viwiuco
Impact
comers & 12"o.c. Use 1/4" Tapeons with 1 1/4" min.
embedment in concrete
+38.7 -50.5
+ /. 70.0
Oceanview
Head & Sill: 6" max. from corners & 14"o.c. max.
FL# 15590.1
Sliding Glass Dr.
623.620
Viwinco
impact
Jambs: 6" from corners and 14"o.c. max.
Use 1/4" Tapeons with 1 1/4" min, embedment in concrete
+34.4 -37.8
+/- 50.0
Swing Doors
6" from comets & 14.5"o.c. at Iambs. Head and Sill 3" and
FL#: 20468.8
Fiberglass
Thenna-Tin
N.A.
7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42,1
+/- 501)
ENTRY
into concrete
Swing Doors
6" from comets & 14.5"o.c. at Jambs & Head. Sill 6" from
FL#: 17184.5
Fiberglass
Plastpio Inc.
N.A.
comers. Use 1/4" Tapeon with 1 1/4" embedment
+38.7 -42.1
+/- 50.0
GARAGE
into concrete
FL#: 16546.1
Garage Doots
T40S
Clopay
N.A.
(1) 3/8" x 3" lag screws per bracket on jamb.
+20.4 -22.7
+/- 32.0
Approval.
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 11651.16
Roofing
26 Ga. Meta] Panels
Gulf Coast Supply
#10-12 x 1" coorosion resistant Pancake Type A fastener thin pane]
�' S
slot 5 1/8"o.c. 1/4" min. penetration into plywood.
--------------------------------------------------------------------------------------------
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Typical
Overhang
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-------------------------------------------------
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Roof Plan
scale: 3/16" = F-0"
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 specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p1f.)
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.K.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
SEE TRUSS PROFILE SHEETS BY TRUSS MANUFACTURE
FOR ALL BEARING POINTS, LOCATIONS AND DESIGNATIONS
Pre Engineered Wood
5V Crimp (26 ga.) roofing Roof Trusses 24"o.c.
panels over "Peel and Stick" Shop Drawings by
underlayment on 19/32" Others
c.d.x. plywood fastened as
3 per nailing schedule See Connector
Schedule
Spray Foam 12
Insulation per T6
Energy Code / 1 ✓�
9'-4" -$�- T.O.B. -
1/2" d.w.J
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
Filled with Grout
1 x 2 p.t. furring
strips 24"o.c. --s
over 1" Insul.
Board
1/2" d
#5 vert. rebar in
grout filled cell _
See Floor Plan
for Locations
4" 3000# Fibermix
Concrete on .006
Visquine on Clean,
Compacted, Termite
Treated Fill --\
0.00' -$-
C
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6 REVIEWED FOR
ZODEPOMPLIANCE
/ T. LIME COUNTY
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Smooth Stucco
Frieze Band
Galv. Drip Edge
over 1 x 3 p.t. 1
oS
2 x 8 Cedar j
Fascia ,
�U
Stucco Soffit over
High Ribbed Wire
Lath Fastened to
Trusses, Provide (1)
Layer of #15 Felt on
Trusses under Lath
8x16x8
CMU Typ.
Stucco Finish over
Concrete Block.
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
— F.F.E..
Grade
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18" x 16" 3000# Cont.
Cone Mono. Footing with
1' 6" (2) #5 rebars cost.
Typical Wall Section
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date
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scale
as noted
job number
18049
sheet
A-4
SCANNED
BY
St. Lucie County
'F' h?FF 4k1 Y"
REC
APR 19 2019
LtingDepartment
Ucie_ CountY, FL
'BUILDER"S WARNING*
*
WARNING
-THIS IS A PLACEMENT PLAN FOR ENGINEERED
-BRACING
SEE FINAL ENGNEERING SHEETS FOR THE
B CK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE -IONNECTION INFORMATION.
FALI- HANGERS ARE SIMPSON OR USP UNLESS
INSTALLED PRIOR TO INSTALLING
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
i-OUR DESIGN DEPARTMENT MUST APPROVE
OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS,
I ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
IYHE CURRENT SIMPSON OR USP STRONG -TIE OR USP
ANY TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
CATALOG
IN DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
(ENGINEERING TRUSS DRAWINGS.
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Indicates Left End Of Truss
On Layout & Engineering Sheets
260"
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9, 0"
9'-4" WALL HEIGHT
/////
MAIIII:1Y
HANGER SCHEbULE
HHUS26-2 HANGER QTY. (1)
HUS26 HANGER QTY. (2)
TRUSS PLACEMENT PLAN
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FILE COPY
JAN 0 9 2019
RECEIVED
DEC 26-119
ST. Lucie County,_ Permitting
:USTOMER:Bishop Homes LLC
OB NAME: Bishop Res.
,DDRESS:Grove Court
:ITY/COUNTY:Ft. Pierce/St. Lucie
JOB # J36738
JOB #
MODEL:Custom
SQ FT 3480
DATE 09/14/18 (LATEST=/ /
IN ACCORDANCE WITH THE FLORIDA ADW[NISTRATWE CODE
61O15S�31.003 (3) (c), EAST COAST TRUSS is the
••Truss Design Engineer°
Trusses are designed I. nccurd.nce with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
i
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
I
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
J
labor required due to errors other than those of EAST
Q
COAST TRUSS.
Z
Signed: Date:
LL
0
CODE = FBC 2017/TP12014 ASCE 7-10
UJ
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = B
Q
MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15.00
U]
-
GRAVITY LOADS
W
W
FLOOR: DUR FACTOR= 1.0
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PSF=TCLL-TCDL-BCLL-BCDL
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40.0,10.0,0.0,5.0
D
RGOF: DUR FACTOR= 1.25
(n
PSF=TCLL-TCDL-BCLL-BCDL
W
20.0,15.0,0.0,10.0
U)
LOADS PER FBC & FRC
U)
'NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
I—
W
U)
DEFINITIONS
MWF = MAIN WIND FORCE
O
C&C = COMPONENTS AND CLADDING
I—
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
F—
# = POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES
Z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
2X6 STRONG BACK BRACING, 10'-0" O.C., /S
RECOMMENDED ON FLOOR TRUSSES
/1
SPANNING 20'-0" OR MORE
O
-,AUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
J
SPREADER BAR SHOULD BE AT LEAST 1/2
TO
2/3 IN LENGTH AS THE SPAN OF THE TRUSS
Q
3EING SET.
REFER TO BCI-B1 FOR COMPLETE
O
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS
BY BUILDER
C(-
�
SUPPORT ANY PLANT SHELVES
1- SCANNEU
2 BY
3 St. Lucie County 0
4-
5-
6-
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