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4-8"
19-0"
10"
15'-6"
9'-5"
13'-6"
79'-0"
12,
scale: 1/4" 0 T-O"
Project Name: May residence
Street Address: XXXX Dyer Goad
Legal: Lot XX, Block XXX, Section XX
City: Port St. Lucie
County: St. Lucie
State: Florida ,�
` , 1�� e ��
L one level CBS single
residence
•R, Live Load:0.0 ;aa '
Floor Live Load:
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: ill
Wind Exposure
Pressureo Internal StructureDesigned: � � ��
Soil • t','II(f capacity: 2000 p.:
• .I. & Handrails: 0 lb. Point Loading
Guardrail n Fill Components: i 0 lbs. PI I
E•
—
Occupancy
Group 'i
NumberConstruction Type: V
of Stories: One
Project Area: 3253 s.f.
l�III! • �'. �I �rf11 :•,4.' .JI
Living
2436
Garage
478
Porch
202
Entry Iry
137
Total CubicVolume:
,r
I I11 dD Ih�i )( I
SCANNSO
/�
BY
�T LUCIP rN nlry
Z/-OL75—
ST LUC CO2,L _ TY Eiii Pn C PIS T�IQ V
kLVIENVED FOR COCE
REVIEWED BY _ _ --
PLANS 1ND PER. UT � 1L ST BE ,iEPT ON JOB
GRNO iNSPECTION WILL BE NIADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY C;JRRECTIONS
REQUIRED BY PIRLD INSPECTORS THAT
MAY BE NECE96ARY IN ORDER TO
COMPLY WITH AL6 A1110615486E OODES.
ALL MANUFAOTURRI LAM IS MOWING
U FACTORS AND SHGC COMPLIANCE
WrrH FSC ENERGY OODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
CONCEALED FASTENERS OR ATTACHMV
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
TERMITE TREATMENT REOUERE.►D
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date
10/26/17
scale
as noted
job number
on
sheet
A-1
Tvxe Cony
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Foundation & Footing Plan
scale: 1/4" ® 1'-0"
F-2
F4
18" x 16" mono. foot)ng
with (2) #5 rebar n
W x 81 mono. footing
with (1) #5 rebar cunt
16"
SIM TY AL 9TW
WALL IXTAL
�4"
4" 4"
18
$.
1 EDW fppTM
TAD EM
F-6
F-7
16' mono. footing
Recess 4" at Shower
18' x 16" mona footing
with (2) #5 rebar cone
(?J #5 rebar cont
$"
and curb
4'
4"
4" 4"
Z
178.
8"
4' to 6"
4"
8"
Typical
16"
18'
Stem Wall
I
18"
�/�
1 .
NtIO
y�ippp,y
M1/f1 01 Gf" FW 1 q�i
REOM
AT GARAGE
continuous , ---,
3 with (1) #5 —
rebar in filled
s
WALL, SEE
SAL WALL
ION
wttn css
F-3
F_F-F-
m
Conc. Step Detail
L FOUNDATION NOTES
3 a minlnsun of 4' thick over clean, compacted,
I and 6 mil polyethylene vapor barrier.
;ontains 6' x 6' 10/10 WWM provide 1" coverage
Ive at minimum compressive strength of not low
e to be extended 10' minimum beyond the turn.
o be done cold and the diameter of the bend,
inside of the bar, is not to be less than six
e for rebar shall be 3' in footings and 1 1/2' in
rks may be rotated horizonitally if required to
coverages.
all be 48 bar diameters. 30' for #5 rebar
aslggn assumes that the soil has a minimum
lacay of 2000 psi.
;oil bearing capzcfty falls below 2000 ps.f. This
iay be superceded by Foundation Design Engineer.
Daction test of fill does not verity lower soils are
and dimensions to be vedfled by contractor.
shall slope a minimum 1/8' per foot for drainage
Cast In Place conc.
Steps with 2500# mix
and #5 rebar 12"o.c.
each way
PP
10" 1' Typ. Nosing
Typ.
Riser Fight. not
to exceed 7 3/4"
� c
E -32" Exterior
-23" Interior
Embed, rebar into
footing and bend
into steps
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 psi.
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
discreppaancy to augggeat the soli may be inadecuate, he must
Immedieteiy report tt 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 "Hilt1 C•10o' or
Simpson Epoxy -Tie,
)RK & SHORING
mcrete shall be stripped until it has reached at least 80% of
ign strength.
t & Removal of all formwork, shores, & reshores shall meet
standards 347 and 301
erify all building setbacks priqr to the start of constructioft
m utmuuaru survey shall be submitted to th0 building department for
approval prior to pouring concrete.
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date
10/28/17
scale
as noted
lob number
n079
sheet
A-2
�'�e covy
6" x 2" Smooth Stucco
Bands Typical at corners,
windows, doors and
Freize Bands along
Soffit
19-0" TOO& - — -
Hardie Plank
Siding at Front
Elevatlon�
000, F.F.E. _
e
scale: 1/4" ® T-0"
Hardie Plank
Siding —\
M
Hardie Plank
Siding —\
23`-0" - Plate —
Field Verify
+44.0 +44.0
47.9 47.9 -47.9
36" Tall Guardrails and -
Handraiis verticals to be
4"o.c, max.
6" x 2" Smooth Stucco
Bands at corners and
Frieze
Typical Handrail shall
be Type I and shall have
a perimeter dimension of
at least 4' and not greater
than 6 1/4" with a max. cross
section dimension of 2 1/4".
Edges shall have a min.
radius of .01 inch.
M
+44.0
-47.9
+44.0 +44.0
47.9 -47.9
+44.0
55.0
+44.0
-55.0
i -45.i
12
+41.2
-45.1
Rear Devatu®n
scale: 1/4" 0 T-0"
2 x 4 16"c.c. with
(2) top plate with
2 x 4 sill plate &
1/2" c.dx. plywd. —
and ext. finish, see
wall section
truss brng.
see typ. wall
sect for ext.
finish
2 x 4 stud at (4)
corners, from (2)
top plate to bottom
cord of truss, (3) —
16d at all framing
Intersections
5'-0"
width
truss
cord
pre eng, trusses
see typ. wall sect.
for roof sheathing
and finish
H3 with (8) 10d
at each truss
save detail as
per typ. wall
section
2 x 2 cont.
16d 8"c.c.
1/2" c.d.x. plywd.
soffit, painted
concealled
flashing
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10/28M7
scale
as noted
job number
nos
shoat
A-3
Vile Copy
901-0" I.O.®_ -
0.001F.F.E.
Right Elevation
scale. 1/4" ® T-0"
scale: 1/4" 0 T-0"
Two Coat Stucco
Finish over CBS
El
+46.1 +46.1
50.0 -50.0
+44.0 +44.0
47.9 47.9
W
V
5V CRIMP METAL PANELS
ON 30# ROOFING FELT
N
gip
OVER 5/8" C.D.X. PLYWOOD
Q
Co
SEE CONNECTOR
W
*
SCHEDULE
PRE ENG. WD.
TRUSSES 24°ac.
12 R30 BATT. INSUL
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6OVER GARAGE
0
RETURNS BY
:/1/
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TRUSS CO.
ICYNENE INSUL
to
OVER LIVING AREA
W
C
ALUM. DRIP EDGE ON
PER ENERGY CODE
1 x 2 P.T. ON 2 x 6 R.S.
'y
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CEDAR FASCIA ;
LL
1/2" D.W.
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1 x 4 P.T.
FIRESTOP
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(2) COURSE BOND
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U
STUCCO SOFFIT
BEAM WITH (1) #5
REBAR FILLED WITH
U
[]
2`-0°
GROUT EACH COURSE
.-
_
0
8x16x8C.M.U.
W
WITH #5 VERT. DOWEL
PROVIDE "CASTCRETE"
IN GROUT FILLED CELLS
4)
PRECAST LINTELS ABOVE
ALL OPENINGS
�RRING 16"
OVERP3/47 II SU BRD.c ®
'^
VJ
TWO COAT
STUCCO FINISH
OVER CBS SIDES
AND REAR /-1/2" GYP. D.W.
FIBER CEMENT SIDING
OVER 1 x 3 P.T. 16"oc,
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIX 1 x 4 P.T.
COVER WITH HOUSE WRAP ON j FIREST01
FRONT ELEVATION /
GRADE `d I I ;r
[s.es.f.0,01-fing
/
TY®ICal Wall Section
scale: 3/4" ® 1'-0"
1J' I •ai a ;(h
19 N '111 N Start & BBrdI PlankII II
®ill12" Below FFE
(1) #5
Reber
#5 Vert. Rebar
in Grout Filled -
Cell, See Plan
for Locations
F.F.E.
8x16x8
C.M.U. Stem
Wall Grade
0
iv
iv
20° x 12" 3000# Cone.
1 _g" Footing with (2) #5
Rebar Cont
F-2 F®®tin
scale: 3/4" ® 1'-0°
n, m
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10/28/17
scale
as noted
job number
17079
sheet
A-4
Flle Copy ,
PRODUCT APPROVAL
Approval
product
Model Number
Manufacturer
Glass
Type
Attachment Method
Building Rated
Design Pressures
Product Rated
Design Pressures
Number
Head: 3" max. from corners & (1) at center. Jambs:
S.N. Windows
3/16°
3" max. from corners & (2) equal spaced at each side of
+461 -50.0
FL# 17499.3
U-Factor: 0.55
185 SH
MI Windows
ANN
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
.
+/- 55.0
S.H.G.C. .22
.
into concrete
Head: 6" max from corners, (2) each side of meeting rail
FL# 15332.E
Sliding Glass Dr.
Series 420
MI Doors
3/16"
17"o.c. max. at Head and Sill. Jambs: 6" from corners and
17"o.c. max. Use 3/16" ITW tapcons with 1 1/4"
+412 -45.1
+42.9 -492
6764
ANN.
embedment Into concrete
FL# 15363.2
Mullion
MI Windows
NA
Two 1/4" Tapcon pper clip with 1 1/4" embedment into
concrete with 2 1/2" edge distance.
+44.0 -67.5
+/- 600
Head: 2" max from corners, (2) each side of meeting rail
H.R. Windows
188
MI Windows
3/16"
11"o.c. max at Head and Sill. Jambs: 2" from corners and
+44.0 -55.0
+/- 55.0
FL# 15351.3
U-Factor: 0.55
ANN.
11"0.0, max Use #6 x 1 5/8" wood screws with 1" min.
S.H.G.C.: 22
embedment into wood buck.
Opaque
6" from corners & 172"oc. at Jambs & Head
+/- 67.0
FL# 5891.4
Swing Doors
Fiberglass
Therma-Tru
NA
Use 1/4" Tapcon with 1 1/4" embedment
+44.0 -47.9
into concrete
FL#: 8248.7
Garage Door
Model 8000
Wayne Dalton
N.A.
Jamb Bracket Angle (3) total 5/16" x 1 5/8" lag sorews (7) total
Bracket V-0" height (1) 5/16" x 1 5/8" lag screws per bracket.
+23.3 -26.0
+30.0 -33b
LW Glass Block in
Mulls, Inc.
8 x 8 Glass
Block Non
4.5" maxfrom comers & 7 3/4"oc. max all (4) sides
+412 -520
+/-110.0
FL#: 16585J
Glass Block
Vinyl Frame
Impact
Use #8 SMS into 2 x p.t bucks with 1 1/2' min. embedment
'oval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Design Pressures
Product Rated
Design Pressures
Number
#9-15 coorosion resistant fastener with sealing washers 6"o.c. along
FL#: 17443.1
Roofing
26 Ga. 5V Crimp
JA Taylor
perimeter & 12"oc. in main field.
FL#: 12856.2
Storm Panels
28 Ga. Steel
Town & Country
1/4" All Points Solid Set Anchor x 7/8" embedment 2' min, edge distance
12"oc. Top & Bottom
+46.1 -50.0
+/- 54.0
1 1/4" long No.11 Gauge Galy. Roofing Nail with full round head to penetrate
FL#: 13192
Siding
Lap Siding
James Hardie
furring 1" 5 3/8*=. Vertical and 8°oc. Horiz with 3/8' min. edge distance and a
42.1
-92.0
max 2' edge distance
2" v.t.r.
I
I
I
I
I
1`�`d0111
I :15,
2" Auto
Vent I
WASHER
SINK
2"
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot waier lines
Plumbina Riser Diagram
C.O.
3" v.t r.
11/2"
I
I . I
4"
iIIIATA
LAV
SHWR.
to sewer
system
n.ts.
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered fAll oot sanitary
mum es above 2" shall have a slope of 1/8" per
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 Imes 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 0.001 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.
Roof Plea
scale: 1/8" = T-0"
Safe Load Table Notes
1. All vanes based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 209E if bearing length is less than
6 1/2".
2. NA = Not Rated
S. 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 tinier 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.
dWV
Wk91
ib wain
�Fsinwrt
Lintel Type Designation
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field out to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
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 Reber 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
560
4292
410
8F24-1B/1T
L-2
3'-8"
8060
580
4409
349
8RF22-1B/1T
L-3
3'-8"
8974
338
4853
162
81F24-1BAT
L-4
101-8"
2423
1210
1738
583
8F24-1B/2T
L-5
4'-6"
8672
212
4292
166
8F24-1B/1T
L-6
5'-8"
6063
200
$295
100
8F24-1B/1T
L-7
10'-4"
2423
618
1458
400
8F24-1B/1T
L-8
T-8"
3486
673
2084
486
8F24-1B/1T
L-9
5'-2"
5365
130
2290
183
8F16-1B/1T
L-10
14`-0"
1002
100
559
200
81`16-16/1T
L-11
11'-0"
1366
214
798
166
8F16-1B/1T
L-12
5'-2"
5365
160
2290
144
8F16-1B/1T
L-13
T-8"
3129
773
1640
481
8RF22-1B/1T
L-14
T-6"
5681
1441
2571
661
8F24-1B/1T
L-15
7-4"
4094
2550
2940
1351
8F64-1B/2T
Mim. Beam depths shown, beams may be increased without comment
At Lintels over 24" deep provide (1) #4 vertical rebar
at 24"o.c. along length of lintel
Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Only.
Connector
Uplift
Fasteners
D01
9
2464
HETA20
2
2500
(12) 16d per strap
2 ply
2
2088
HETA20
2
2500
(12) 16d per strap
E01
8
1633
HETA20
1
1810
(9) 10d x 1 1/2"
2 ply
2
1351
HETA20
1
1810
(9) 10d x 1 1/2"
G01
2
725
1 HETA20
1
1810
(9) 10d x 1 1/2"
2 ph'
8
1113
HETA20
1
1810
(9) 10d x 1 1/2"
2
583
HETA20
1
1810
(9) 10d x 1 1/2"
®Py
9
663
HETA20
1
1810
(9) 10d x 1 1/2"
All other
trusses
to Frame
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
All other
trusses
to CBS
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
Valley
Trusses
Supporting
Framing
<250#
VTCR
1
370#
(4) 10d
valley
Truss
(3) 10d x 1 112"
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 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 "Hilt!" C-100 or Simpson Epoxy Tle Epoxy
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job number
17079
sheet
A-5
File C00A
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: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" 1° _
Structural Poured: 3/4" 3/4"
Poured Walls: 3/4"
Slabs exposed
to the weather 3/4" 1"
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures" and the current "ACI Building Code 318"
All structural steel shall conform to current ASTM specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
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 ps.i.
structural components rs with hurricane be danchorsthe bfor wind upliftor •
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project. unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included In the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed gale. wire lath fastened to
framing members with No. 11 guage nails with 1 3/C embed with 3/8"
dia. head 6"o.c, max. edges to be tied and nailed at 9"oc.
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.a
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
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
i at 6"o.c. n 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.dx sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6"o.c, throughout, except max. 45o.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.
Splitting or cracking of structural components due to installation of
hardware Is not permitted.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4" DIX TAPCONS INTO C.B.S.
SET AT 6" FROM CORNERS AND AT 12"oc. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR 7 NAILS" 4" FROM ENDS AND 12"o.c.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at Wo.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
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF & FLOOR DIAGRAM
We sheathing with #8 gun nails at 6"oc.
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°oc. at panel top and
bottom and 6"o.c. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
frame
3/8" continuous bead of
caulk (back bedding) behind
shin 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-
corner 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
r
Corrosive resistant
Tapoon concrete
srews installed as
specified in window
manufacturers product
approval
lieu of screws. Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
precast
conc. sill
Typical Precast Conc..Sill Detail
SEE
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
1
II set flange in continuous
II all corner bars to be the bead of caulk across the
II same size, number, and entire face of buck
II spacing as horizontial bars CBS
II in footing, beams, and walls
� II
P °; W Min. 1 1/4" embedment
1 co C 4 ° at Windows and min.
a 1 1/2" embedment at
Q-OO. q ° ° a sl. gi. doors
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22 1/2" lao min.
2x8P.T.
Stucco flnlshJ/
perimeter caulk
1/4" max. struct. shim
Attach p.t. bucks
with 8d coil nails at caulk
12"o.c.
attach as per
Typ. Alum, window manufacturers
jamb or sliding glass product approvals
door jamb
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 Sucks with DryLock Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Suck Attachment Method
SP8 AT EACH STUD
"°1T J (6) 1®d NAILS
x SILL PLATE
2 x 8 PLATE
2 x 8 STUDS
24"o.c.
Fasten 5/8" c.d.x. plywood
to studs as per Nailing Schd.
Cover with paper backed wire
lath and Two Coat Stucco
finish on exterior.
Insulate stud cavities with
insulation per Energy Code.
Interior finish to be 1/2" d,w.
P.T. PLATE TO
BEAM WITH 1/2" x 8"
WEDGE BOLTS WITH
1/8" x 3" WASHER 24o.c.
1 h �.� .1 1
10'-0"
Bottom Cord Lateral Bracing
8" x 16" C.M.U. WITH CELLS FILLED
WITH GROUT & (1) #5 VERT.
DOWEL
ti f
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
I
1/2" 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
24o.c.
AN;
04VIM
sealant under
sill plate -\
8d Cased hard coil
nails 12"o.c.
STEM WALL, SEE
TYPICAL WALL
SECTION
(1) Course Bond
Beam with (1) #5
rebar
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
pre engineered
trusses 24"o.c.
1/2" drywall
2 x 4 plate
1/2" gyp. d.w.
per
2 x 4 blocking at
mid point of wall
2 x 4 studs 16"o.c.
2 x 4 pt. plate
wood base
12" Below FFE
— F.F.E. —
co
24" x 12" 3000# Conc.
2 _®" Footing with (3) #5
Rebar Cont.
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date
10/2e/17
scale
as noted
job number
17079
sheet
A-6
Electrical Load Calculations
2436 Living S.F. at 3 VA
7308 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. o 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal o 1500 watts each
3000 watts
One Microwave o 2000 watts
2000 watts
One Water Heater ® 4.6 kw
4500 watts
One Dryer ® 5 kw
5000 watts
Two Ref. o 1500 watts
3000 watts
Three Baths o 1500 watts each
4500 watts
One Sprinkler Pump
2025 watts
One Water Softner
1800 watts
Total 45,633 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 14,253 watts
Total 24,253 watts
One AC Heat at 100% 10,000 watts
Total 34,253 watts
34,253 W / 240 V = 142.30 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) #3/0 (THW) copper
and (1) #4 round (THW)
copper in 2 galy. conduit
Panel: 200 A.M.C.B. 1200 Amp
1 o, 3W 40 Circui4 Panel
120/240 Volt
disc.
5/8" dia. x 10'-0"
long ground rod rw
/4" copper
ater pipe
M
0
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2' galy. conduit
F.P.L. service
(if overhead
service)
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 gaiv. conduit
F.P.L. service
(if underground
service)
� � tie ground wire
to foothg rebars
Electrical Riser Diagram
ELECTRICAL. L.EDM
\..' RECESSED LIGHT WITH LENS • EXTERIOR & WET LOCATIONS
-(�- SURFACE MOUNTED LIGHT FIXTURE
♦•---�� --� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
L
►J RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
xCEILING FAN
O EXHAUST FAN OUTLET DOOR CHIMES
b THERMOSTAT ® SMOKE & CARBON
MONOXIDE DETECTOR
DUPLEX OUTLET - SWITCHED
�* TELEVISION
4� DUPLEX OUTLET
220 V OUTLET -4 TELEPHONE
GINMH O PUSH BUTTON
- THREE WAY SNITCH -6ADIMMER SWITCH
NOTE RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46' A.F.F.
ALL 120V SINGLE PHASE 16 & 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
3 1/2" Door Casing
i8 being instaiied
throughout
O n
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scale
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job number
17079
sheet
A-7
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