HomeMy WebLinkAboutBuxton A-1 signed2811 1x .16 .03' 45,306 s.f. (1.04 Ac.)
turn Building Coverage Allowed: (20%) 9,058 s.f,
ig residence: 2,419 s.f.
sed Guesthouse: 1,526 s.f.
Building Coverage: 3,945 s.f. (11. %)
SETBACKS BUILDING C AREA CALCULATIONS
Front: 50'
Rear: 30'
Sides: 20'
Ok A ..ILIc. Volume: 9,582 C f.
lum Guesthouse Allowed: <2,41 9 s.f.
s.f. Guest louse Provided. (5.9% of rnax. building coverage,
the mix, building coverage allowed agars lg as it does not Main blouse sqare = )t ge.
Safe Load Table dotes
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 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 rt 1r1�.tel aterials
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
#5 rebar at top
mdn.(I reg4
quanity of #5 rebar
CV 1--- at bottom of lintel
cavity
r F= filed grout
nominal
'- -0� width
�
C.M. \
E
�eut <> F 6---1 / 1 T
reinforced
CastCrete
lintel
7 ebar at bottom nominal J quanrebar a of #5
I cavity heigth rebar at top
O" Nominal
Lintel Type Designation
In ftaliaton 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 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 /2r" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
in
Cast Crete Lintel Schedule
Floor Pla-
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
864
2724
601
8F16-1B/1T
L-2
3'-8-
6113
550
3079
215
8F16-1B/1T
L-3
6'-8-
3120
509
1651
202
8RF14-1B/1T
L-4
T-8""
4360
120
2093
95
8F16-1 B/1 T
L-5
4'-8-
4567
381
1960
115
8RF14-1B/1T
L-6
14'-10-
1250
226
485
156
8F16-1B/1T
L-7
12'-0"
1254
463
723
365
8F16-1 B/1 T
L-8
T-8-
1845
637
1133
253
8F16-1B/1T
L-9
5'-0"
5365
157
2290
143
8F16-1B/1T
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
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
R20 Spray
Foam Insul.
O
8'-1 „ OL T.O.B.
1 /2- d.w
1 x 4 p.t.
Firest.op
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
11! 1Conc.
on i
Compacted,
F.F.E.
0
Project Data
Project: Buxton residence
Street Address: T.B.D.
PierceCity: Ft.
County: St. Lucie
State: Florida
-,..),cope, of kNork
New one 'level CBS single family
residence
5V Roof 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
12
Q5
(2) #5
Rebar
1 '-6„
See Connector
Schedule
Galv. Drip Edge
over 1 x 3 p.t.
2 x 6 Cedar
Fascia Board
Stucco Soffit Over
2'-0" High Ribbed Wire
Lath
Use 8 x 16 screen vents
at non insulated areas
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Tye.
Light Textured
Stucco Finish
#5 Vert. Rebar with
10- Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
I
Ty 'cal Wall S'eduon
Roof Live [_..pad: 20.0 p.s.f.
Floor Live Loa&. N.A.
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.f.
PRODUCT APPROVAL
Approval Glass Building Rated Product Rated
Product Model Number Manufacturer Attachment Method
Number Type Design Pressures Design Pressures
Head: 12" max. from corners & 30`"o.c. max. Jambs:
SH-5500
12` max. from corners & 17.7 max. 5" each side of
FL: 239.7
Windows
Singlehung
PGT Industries
Impact
meeting rail. Use 3/16- Tapcon with 1 1/4", embedment
+33.5 -44.8
i +/- 50.0
into concrete
Glazed
6°" from corners and 3"& 7"`each side of center at head &
FL#: 17184.2
Swing Doors
Fiberglass
I Plastpro
Impact
sill and 6""from corners & 14 1 /4"max. o.c. at jambs.
+33.5 -36.3
+/- 50.0
Door
1 /4" tapcon screws with 1 1 /4- embed. into conc.
6- from corners & 14-o.c. at jambs, head, sill. 1 /4" tapcon
FL#: 17184.5
Swing Doors
Fiberglass
Plastpro
screws with 1 1/4" embed. into conc.
Impact
+33.5 -36.3
+ 65.0 -70.0 (Inswing)
Door
+/- 65.0 (Outswing)
Approval
i Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL: 17443.1
Roafing
5V Crimp
JA Taylor Roofing
#9-15 x 1 `" coorosion resistant screw with sealing washer at each rib
12"o.c. in field and 6"o.c. along perimeter.
-45.0
-69.25
LFL: 9777.7
Roofing
Underlayment _
Weatherlock
Specialty
Owens Cornin g
Direct attachment to plywood deck
-45.0
-142.5
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1
4'
Roof Wind Zones
scale: 1 /8- = 1'-0"
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
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Attach p.t. bucks
with 8d coil nails at
12-o.c.
Typ. Alum. window .
jamb or sliding glass
door jamb
Min. 1 1 /4" embedment
at windows and min.
1 1 /2- embedment at
sl. gl. doors
1 /2- drywall
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 ASTM C 920 Class 25 grade or
same at poured concrete sill. greater for proper joint expansion
and contraction
Coat Bucks with Protecto LWM200 Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
Wind Zones - Walls
Alum. window
frame -,
3/8" continuous bead of
caulk (back bedding) behind
shim to prevent liquid passage
1 /4" struct. shi
set flange in continuous
bead of caulk across the
entire face of buck
2 " ;
0.00, ,--F.F_E.
perimeter caulk
stucco finish
Protecto LWM200
Coating on Outside face
and Janbs of Openings
all Sides min. 8
precast J
conc. sill
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to Soffit
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ill
Front Elevation
scale: 1/4- = 1'-0"
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
window sill
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
Typical Precast Conc. Sill Detail
Coat Bucks with Protecto LWM200 Waterproofing
after they have been installed and Chaulked
Bottom Cord
of Truss
2 x 4 top plate
1 /2" gyp. d.w.
2 x 4 studs 2411o.c.
No. 3 Stud Grade
2 x 4 p.t. sill plate
wood base
Cased Hard Coil
Nails 12"o.c. max.
Concrete
Foundation
Interior Wall Section
corner bars at beam
(outside only) (2) corner
bars at footing (min.) —
vert. dowel lapped with
wall reinforcing, all
laps 30" (min.) in grout
filled cell
Rear Elevation
scale: 1 /4" = 1'-0"
0
O
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all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
Left Elevation
scale: 1/4" = 1'-0"
Right Elevation
scale: 1 /4- = 1'-0"
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A-2
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38'-8„ 7,_8„ 5'-8„
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3'-10"` 3'-3" 3'-2"` 3'-10"" 1 4'-11 "` 12"1 4'-0" 112" 17`" T-0"" 1 2'-11
22'-8„ 6,-0„ 11,_4„ 10'-8„ 116-1
40'-0" 12'_0„
Foundation & Footing Plan
scale: 1/4" = 1'-0"
�lo�-I-rir+�l Clan
scale. I/'t - t -V
Meter
F-1
F-4
F-5
Recess 4" at Shower
18" x 16" mono. footing
8""
with (2) #5 rebar cont.
18" x 16" mono. footing
see plan
with (2) #5 rebar coot.
16"
L8_16"
4„
4„
18"
18"
.
18"
TYP. SHOWER
MONO. EDGE FOOTING
RECESS
INTERIOR STEP FOOTING
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
PLUMBING NOTES:
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" 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.
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 /8j" 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.
Electrical Load Calculations
1182 Living S.F. at 3 VA
3546 watts
One 20 Amp Appliance Ckts.
1500 watts
Two Laundry Cir. @ 1500 watts
3000 watts
One Range
8000 watts
One Dishwasher & One Disposal @ 1500 watts each
3000 watts
One Microwave @ 2000 watts
2000 watts
One Dryer @ 5 kw
5000 watts
Two Ref.
1500 watts
Two Baths @ 1500 watts each
3000 watts
Total
30,546 watts
(3) #4/0 (THW) copper First 10 KVA at 100% 10,000 watts
and (1) #2 ground (THW) Wall Remainder at 40°10 8,218 watts
copper in 2 galy. conduit
Total 18,218 watts
One AC Heat at 100% 10,000 watts
Total 37,024 watts
Panel: 200 A.M.C.B. 200 Amp �\
1,6, 3W 40 Circuit Panel ( M ) 28,218 W / 240 V = 117.6 Amps
120/240 Volt
Use 200A Service
a.c.
disc. (3) #4/0 (THW) copper
and (1) #2 ground (THW)
copper in 2 galy. conduit
5/8" dia. x 10'-0" F.P.L. service
long ground rod 3/4" copper
water pipe ,
a M1
tie ground wire
to footing rebars
Electrical Riser Diagram
to sewer
system
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
s •
•SMIM
, •. M
ELECTRICAL LEDGEND
2" v.t.r.
j0 RECESSED LIGHT WITH LENS 4 EXTERIOR & WET LOCATIONS
-E} SURFACE MOUNTED LIGHT FIXTURE
TT�-----�---� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
CEILING FAN WITH LIGHT OPTION
0 CARBON MONOXIDE
SMOKE DETECTOR COMBO.
EXHAUST FAN OUTLET
DOOR CHIMES
DUPLEX OUTLET
-}► TELEVISION
220 V OUTLET
-Q SWITCH TELEPHONE
-yj-
THREE WAY SWITCH PUSH BUTTON
3W
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
OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
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
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 equipment and disconnects, Typical.
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20025
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A-3
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, 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 C1325. Per Durock,
cement board exceeds ASTM C 1325.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential
code. Per USG, Wallboard conforms to C1396.
Gypsum Board & Gypsum Panel Products
Gypsum board and gypsum panel products shall be applied
at right angles or parallel to framing members. All edges and
ends of gypsum board and gypsum panel products shall
occur on framing members, except those edges and ends that
are perpendicular to the framing members. Interior gypsum
board shall not be installed where it is directly exposed to
weather or to water.
Wall and ceiling gypsum board shall be fastened with screws
spaced at 12""o,c. Screws for attaching gypsum board and gypsum
panel products to wood framing shall be Type W or Type S in
accordance with ASTM C1002 andshall penetrate thewood not
less than 5/8"" inch (15.9mm) Gypsum board and Gypsum panel
products shall be attached to cold formed steel framing less
than 0.033" 0 mm) thick shall be Type S in accordance with
ASTM C1002 or bugle head style in accordance with ASTM C1513
and shall penetrate the steel not less than 3/8" to 0.112-
(1 mm to 3mm) thick shall be in accordance with ASTM C954 or
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural
insulated panles shall penetrate the wood structural panle facing
not less than 7/16"o.c. 0 1. 1 mm).
Gypsum board used as the base orbacker for adhesive application
of ceramic tile or other required nonabsorbent finish material shall
conform to ASTM C1396, C1178, C1278. Use of water resistant
gypsum backing board shall be permitted on ceilings. Water
resistant gypsum board shall not be installed over a Class 1 or
Class 2 vapor retarder in a shower or tub compartment. Cut or
exposed edges, including those at wall intersections, shall be
sealed as recommended by the manufactuer. Water resistant
gypsum backing board shall not be used where there will be
direct exposure to water, or areas subject to continuous high
humidity.
Cold Formed Steel Note
Cold formed steel framing supporting gypsum board and gypsum
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 AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
and ASTM C955, Section 8.
Wood Framing Note
Wood framing supporting gypsum board and gypsum panel
products shall be not less than 2" (51 mm) nominal thickness
in th least dimension except that wood furring strips not less
than 1" by 2" (25mm x 51 mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm)
Over wood framing the paper
backed wire lath shall be installed
over one layer of approved plastic
house wrap. Lath shall be attached
horizontal framing members with 1.5"
roofing nails and to vertical wood
framing members with 6d common
nails or 1 " roofing nails driven to
penetration of not less then 3/4"
of an inch, or 1 itwire staples
driven flush with the plaster base.
Staples shall have crowns not less
than 3/4" and shall engage not less
than three strands of lath and
penetrate the wood framing members
not less than 3/4". The fasteners must
penetrate the wood framing members
not less than 3/4". Fasteners shall be
7" O.C. max.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed galy. 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.
Install one layer of 15# felt to framing prior to installing ribbed lath
INTERIOR WALL FRAMING NOTE
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.
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 INSTALLATION
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: 1 1/2- 1 1/2" 1 1/2-
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 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
capacity of 2000 p.s.i. 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.
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
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
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
w
J1
J3
J5
J7
J7
J7
J7
J7
w
w J7
J7
J7
J5
J3
J1
Missed Tie Down Strap Note
In the event the Tie Down Strap has been omitted from the
Layout location, install one HTSM20 strap at the proper location.
Fasten with (4) 1 /4"" x 2 1 /4"" Hex Head Titen screw to C.B.S.
and 00) 10d to truss. MAXIMUM UPLIFT 1175 lbs.
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.
19/32" c.d.x, sheathing or equal installed with staggered joints
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 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.
Wood screws meeting the same size requirement
may be used in lieu of nails without comment Splitting or cracking of structural components due to installation of
THRESHOLD NOTE hardware is not permitted.
At egress door (see floor plan) the max. hgth. Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
of the threshold shall be 1/2" standard practice.
38'8"
52'
u u
2218" 6' 11'4" 12'
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty
Connector
Fasteners
Point
Uplift
ID
Uplift
APh
CBS
1804
HETA20
1
1810
(9) 10d x 1 1/2-
Wall
HHETAI6
1
2235
(10) 10d x 1 1/2"
M
3269
(8) 8d x 1 1/2" and (2)
A13
Htos
1
1065
3/8"x 4""Titen HD to
1 Ply
CBS
G
1715
HETA20
1
1810
(9) 10d x 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000#
04) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Supporting
(4) 10d
Valley
Framing
<250#
VTCR
1
370#
valley
(3) 10d 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 specs.
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 HI13-9.
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
2 x 4 bottom cord bracine
Attic Vents Calculation
CARPORT & ENTRY AREAS
Attic Area: 344 s.f. / 150 = 2.3 s.f. required.
soffit area = 80.7 l.f. x 2.0 = 161 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq. in. each vent
6 Vents along overhang = 510 sq. in.
510sq.in. / 144=3.5s.f.
Total Ventilation Provided: 3.5 sq. ft.
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drawn
S.I.
checked
s.l.
date
7/6/2020
scale
as noted
job number
20025
sheet
A-4