HomeMy WebLinkAboutApproved PlansscaDe: 1/4" ® T-0"
Front I I'v 1ioi1
2014 5th Edition Florida
BuiUng Code: Residentiai
Iii—,; �I(•I� (•).. •/:�
Roof Live Load: d 0.0 p.s.1.
F�oor Live Load: N.A.
gill • Speed: 160 MPH (3 second gusts)
Wind importance Factor: 1.0
Building . I. i II
WindExposure:
sure Coefficent: .18
Structure Desi i iic : Open
Soli bearing capacity: 2000 p. I.
I
15°-01,
Project Name: Mr. Brian Sexton
Street Address: 2509 Erocksrmith Rd.
City: Ft. Fierce
County: St. Lucie
State: Florida
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Area Tabulation
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Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
.�i��i .IFIL •i-.� I
insulation Smoke Developed Index: N.A. ) � u�� �;K. ,�.a
Wall Finishes: N.A. r
Ceiling Finishes: Not greater than 200
IIS
---(2)-2 x 8
(.) (•) Ia I"
Remove the existing concrete driveway
prior to prepareing foundation
ll s
---(2) 2 x 8
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PRODUCT APPROVAL
Product
Manufacturer
Model Number
Approval
Attachment Method
BE MADE.
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Number
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25 Ga
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Min. #9-15 corrosion resistant fasteners with sealing washer designed
Roofing
.DA Taylor Roofing
5V Crimp
FL#: 17443.1
penetrate 5/16" thru sheathing, Perimeter spacing 6b.c. and 12"o.c.
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main field.
Siding
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Hardie
Hardie Plank
FL#: 13192
2.5" long corrosion resistant nails with .092 shank and .223 head dia.
CC
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8.25" Vertical and 16"o.c. Horiz with 3/4' edge distance
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ICC -ES Evaluation
Completely cover the gable end with a 6' - 12' overlap at each corner.
House Wrap
DuPont
Tyvek WRB
Report ESR 2375
Cut away the excess and tape all seams. Secure the WiRB with 1" long
Q
Tyvek Cap nails min. 6" and a max, of 18' on vertical stud lines.
Meter
Existing
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'CORRECTIONS
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LICABLE CODES,
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rob number
16030
sheet
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16030
sheet
A-1
2 x 4 Nailer to follow
Truss Provile over the -
existing house wrap on
the gable end. Fasten
to gable truss with (2)
16d at 24"o.c.
Simpson U26-2 pian�er
with (8) 3/16" x 2 1/4"
Tapcons to CBS Bond
\ Beam and (4) 10d to
(2) 2 x 8 Beam
9'-4" _ T.O.B.— - -
Existing Exterior CBS
Wall with 16" Deep —
Perimeter Bond Beam
Existing Overhang
Galy, flashing at
New roof intersection
Along existing Gable
End
(2) 2 x 8 Beam fasten
each ply with 16d nails
6"o.c. stagger
t3eam Span
Rem
5V Crimp (26 ga.) roofing
panels over 30# felt on 5/8"
c.d,x. plywood fastened as
per nailing schedule
Fre Eng. Trusses
24"oc as per Shop
Drawings
Fre Eng. Truss
Beyond
6x10p.t.
Beam
6 x 6 1 column
beyond
Simpson U26-2 Hanger
with (8) 10d to 6 x 1®
PT Beam and (4) 10d
to (2) 2 x 8 beam
0
C________G________7
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---i_-_________r____ -----
3 i 2 1 3 3 1 2 i 3
Roof Wind Zones 4°
We TIMXVMI���
Roof Zones: 1 thru 3
�3
2 x 4 bottom cord bracino
5V Crimp (26 ga.) roofin
panels over 30# felt on 5/8"
c.d,x. plywood fastened as
per nailing schedule
TRUSS TO BEAM �
(1) MTS12 (14) 10d x 1 1/2"
NX a '0''1
CCO66SDS2.5
(16) 1/4" x 2 1/2"
screws to beam
(14) 1/4" x 2 1/2"
screws to post
Typ. at Intermediate
Posts (Uplift 5500#)
Connector 5955#
EPC66 (4) 16d to
Post and (6) 16d
to Beam, Typical
at End Posts
(Uplift 1200#)
Connector 1700#
POST TO SLAB
CBS066 (14)
SDS 1/4" x 2
(Uplift 5710#)
Connector 6855#
0.0' -Existing FFE
4°' ---
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 -1!�--- -
drawings
Fre Engineered Wood
Woof Trusses 24'°o.c s
Shop Drawings by a
Others
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1 F-1 Footing
Line of F-2
footing
1°-691
(2)
Galv. Drip Edge
over 1 x 3 p.t.
2 x 8 Cedar
Fascia Board
Stucco Soffit Over
High bibbed Wire
Lath
2 x 4 diagona0 "x"
bracing at 8'-0"o.c. 12"
startingg from ridge Max
with (3) 12d each
end
trusses 24"o.c.
see layout
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
Gable End Dracinq Detail
scaler, 3/4" m 1'-0"
Alum. drip edge
min. 4" lap over
1 x 3 p.t.
2 x 8 Cedar
Fascia
Gable end truss
by truss mfgr.
5/8'° c.d.x. plywood
with 8d nails 4"o.c.
cover with Tyvek
House Wrap
2x "b" web stiffener
as required by the
truss mfgr.
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---i_-_________r____ -----
3 i 2 1 3 3 1 2 i 3
Roof Wind Zones 4°
We TIMXVMI���
Roof Zones: 1 thru 3
�3
2 x 4 bottom cord bracino
5V Crimp (26 ga.) roofin
panels over 30# felt on 5/8"
c.d,x. plywood fastened as
per nailing schedule
TRUSS TO BEAM �
(1) MTS12 (14) 10d x 1 1/2"
NX a '0''1
CCO66SDS2.5
(16) 1/4" x 2 1/2"
screws to beam
(14) 1/4" x 2 1/2"
screws to post
Typ. at Intermediate
Posts (Uplift 5500#)
Connector 5955#
EPC66 (4) 16d to
Post and (6) 16d
to Beam, Typical
at End Posts
(Uplift 1200#)
Connector 1700#
POST TO SLAB
CBS066 (14)
SDS 1/4" x 2
(Uplift 5710#)
Connector 6855#
0.0' -Existing FFE
4°' ---
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 -1!�--- -
drawings
Fre Engineered Wood
Woof Trusses 24'°o.c s
Shop Drawings by a
Others
I I
I I I
I I I
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I
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1 F-1 Footing
Line of F-2
footing
1°-691
(2)
Galv. Drip Edge
over 1 x 3 p.t.
2 x 8 Cedar
Fascia Board
Stucco Soffit Over
High bibbed Wire
Lath
2 x 4 diagona0 "x"
bracing at 8'-0"o.c. 12"
startingg from ridge Max
with (3) 12d each
end
trusses 24"o.c.
see layout
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
Gable End Dracinq Detail
scaler, 3/4" m 1'-0"
Alum. drip edge
min. 4" lap over
1 x 3 p.t.
2 x 8 Cedar
Fascia
Gable end truss
by truss mfgr.
5/8'° c.d.x. plywood
with 8d nails 4"o.c.
cover with Tyvek
House Wrap
2x "b" web stiffener
as required by the
truss mfgr.
Cl
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Roof Zones: 1 thru 3
�3
2 x 4 bottom cord bracino
5V Crimp (26 ga.) roofin
panels over 30# felt on 5/8"
c.d,x. plywood fastened as
per nailing schedule
TRUSS TO BEAM �
(1) MTS12 (14) 10d x 1 1/2"
NX a '0''1
CCO66SDS2.5
(16) 1/4" x 2 1/2"
screws to beam
(14) 1/4" x 2 1/2"
screws to post
Typ. at Intermediate
Posts (Uplift 5500#)
Connector 5955#
EPC66 (4) 16d to
Post and (6) 16d
to Beam, Typical
at End Posts
(Uplift 1200#)
Connector 1700#
POST TO SLAB
CBS066 (14)
SDS 1/4" x 2
(Uplift 5710#)
Connector 6855#
0.0' -Existing FFE
4°' ---
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 -1!�--- -
drawings
Fre Engineered Wood
Woof Trusses 24'°o.c s
Shop Drawings by a
Others
I I
I I I
I I I
I LJ
I
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1 F-1 Footing
Line of F-2
footing
1°-691
(2)
Galv. Drip Edge
over 1 x 3 p.t.
2 x 8 Cedar
Fascia Board
Stucco Soffit Over
High bibbed Wire
Lath
2 x 4 diagona0 "x"
bracing at 8'-0"o.c. 12"
startingg from ridge Max
with (3) 12d each
end
trusses 24"o.c.
see layout
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
Gable End Dracinq Detail
scaler, 3/4" m 1'-0"
Alum. drip edge
min. 4" lap over
1 x 3 p.t.
2 x 8 Cedar
Fascia
Gable end truss
by truss mfgr.
5/8'° c.d.x. plywood
with 8d nails 4"o.c.
cover with Tyvek
House Wrap
2x "b" web stiffener
as required by the
truss mfgr.
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date
1113/1
scale
as noted
fob number
16030
Sheet
A-2
STRUCTURAL (VOTES:
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 TCP SIDES
Slab on Grade: 1 1/2" 1"
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 "ACV Building Code 318"
AIV structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
separating 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.
AIB 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
(Fc') 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
capacityy of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not tFve case, the Architect or Engineer shall pe 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.
0Wood rafters to have a Stress Grade of Fbo1200 p.s.i.
Roof members should be secured to the bums 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
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 bud.
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 ommisslons 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 'io
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.
Ali plans and drawings are not considered complete until they have bean
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
"
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 mechanicaly 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
►W3,
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
Naillnc Schedule
ROOF DIAGRAM
Use sheathing with #8 gun nails at 6"o.c.
at supported panel edges and #8 gun
nails at 60o.c. at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4"1
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 and
end laps, fasten with coorosion resistant annular ring shank nails
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.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
5/8" c.d.x. sheathing or equal installed with staggered points & 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 separate drawings and data
prepared for actual project conditions by a Florida registered
professional 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'B.
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.
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 rabar shall be 3" in footings and 11/2" 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
No structural concrete shall be stripped until it has reached at least 8096 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 2000p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 9596
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.
F-1
F-2
20" x 18" mono. footing
with (2) #5 rebar cont.
12" x 12" mono. footing
with (2) #5 rebar cont.
1®"
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Connector
Uplift
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20"
17
MONO. EDGE FOOTING
MONO. EDGE FOOTING
Simpson Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Onty.
Connector
Uplift
Fasteners
A06
17
2213
HTS16
2
2520#
(16) 10d x 11/2" per strap
1 Ply
10
2170
HTS16
2
2520#
(16) 10d x 11/2" per strap
A01, A02, A03,
A04, A05,
17
1178
HTS16
1
1260#
(16) 10d x 11/2"
1 Ply
12
1111
HTS16
1
1260#
(16) 10d x 1 1/2"
17
1178
HTS16
1
1260#
(16) 10d x 1 1/2"
I Ply
Ply
12
1111
HTS16
1
1260#
(16) 10d x 1 1/2"
Verticals
250
MSTA18
1
1315#
(14) 10d
B02
8
305
MTS12
1
1000#
(14) 10d x 11/2'
1 Ply
6
229
MTS12
1
1000#
(14) 10d x 1 1/2"
(2) 2 x 8
Beams
Masonry
530
U26-2
740#
CFlangeed
1
(8)d3/1 x t 1/4" Tapcon to wall
beam
Frame
(8) 10d to 6 x 10 & (4) 10d
to(2)2x8
T01, J01, J02, J03,
Corner & Hip
Jacks
Beam
258
MTS12
1
1000#
(14) 10d x 1 1/2"
Connector Schedule Developed from the Truss Placement
Plan and Engineering from Tibbetts Lumber Co.
Job Number 503507 Dated 12/1/16
Connector Notes:
F-1
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0I1$11
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
F-1
I
-4" Assumed F.F.E.
I
L___________________________________ �--
(
Extend driveway a needed
with 4" 2500# concrete
Foundation & F o oL I I l q •' as i j
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 HlB-9.
Other specs, if different from above, have priority.
A.T.R. e All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hlltl" C-100 or Simpson Epoxy Tie Epoxy
Provide Two Studs under Joint 16 of A10G
--------------------
Remove the existing concrete driveway
prior to prepareing ffoundation
Exlsting Concrete Driveway
F-1
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checked
date
11/3/16
scale
as noted
lob number
16wo
sheet ----�
A-3