Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBuilding Plansm
GARAGE
+9'-4" CLG.
"CAST-CRETE" PRECAST LINTEL SCHEDULE
KEY
LINTEL
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE UPLIFT
LOAD
APPLIED
UPLIFT LOAD
COMPOSITE BEAM
L-1
7'-6"
2459
700
1364
200
8RF14-1B/1T
L-2
10'-6"
1247
800
916
200
8F16-1B/1T
L-3
7'-6"
2661
800
1624
200
8F16-1B/1T
FL 4]
4'-0"
6113
200
3060
200
BF16-IB/1T
L-6
7'-6"
2459
1300
1364
400
8RF14-1B/1T
L-7
7'-6"
2459
1400
1364
400
BRF14-1B/1T
FL
5'-10"
4360
1300
2080
300
8F16-1B/ST
L-9
T-6"
3776
3000
1765
1100
8RF18-1B/1T
L-10
4'-6"
6113
200
2707
200
8F16-1B/1T
FL III
4'-6"
6113
200
2707
200
8F16-1B/1T
L-12
4'-4"
5206
200
2362
200
8RF14-1B/1T
L-13
4'-4"
5206
700
2362
300
8RF14-1B/1T
FL 1-4]
17-4"
950
200
405
200
8F16-1BIIT
L-15
4'-6"
6113
1200
2707
400
8F16-1B/1T
L-16
10'-6"
1247
800
916
200
81`16-1B/1T
L-17
4'-4"
5206
900
2362
300
SRF14-1B/1T
L-18
4'-0"
6113
200
3060
200
8F16-18/IT
L-19
4'-0"
6113
200
3060
200
8F16-1B/1T
FL 2-1
4'-4"
5206
200
2362
200
8RF14-1B/1T
• MINIMUM BEAM DEPTHS SHOWN, DEPTH MAY INCREASE
WITHOUT AFFECTING STRUCTURAL INTEGRITY
A
rya'
8"X16" CONCR E BEAM W/ (2)-#6 TC
& BOTTOM W/ 3 TIES SPA. 0 6" O.C.
L_3 �� ❑I L-9
MASTER
BEDROOM
J +9'-4" CLG.
Wl
LAUNDRY Q
+8'4" CLG.
BEDROOM 3
+9'-4" CLG.
W9
'VT
8'-1144" 21
L-23 L-2
PATIO
+9 -4 STUCCO CLG.
❑0
Y° KITCHEN v
L--------�
Q3
O
LIVING ROOM
VAULTED CEILING IN LIVING AREAS
W8 L-1 W7 L-2
I
L-3 +9'-4" STUC O CLG. I L-3
I I
I I
L-1 I L-2 I L-21
1
FLOOR PLAN
3/16"=1'-0" SCALE
"CAST-CRETE" PRECAST LINTEL SCHEDULE
KEY
LINTEL
SAFE
GRAVITY
APPLIED
GRAVITY
SAFE UPLIFT
APPLIED
COMPOSITE BEAM
LENGTH
LOAD
LOAD
LOAD
UPLIFT LOAD
L-21
IT-4"
1075
200
607
200
8F16-1B/1T
FL 22Tl
11'-4"
1366
200
800
200
8F16-1B/1T
L-23
14'-0"
1002
1000
717
700
8F16-1B/2T
BEDROOM 1
+9'-4" CLG.
�J
DOOR SCHEDULE
MARK
STYLE
ODOR
NOTES
WD HGT
❑I
FRENCH Dot
71'x 95'
Exterior Butswing Impact
2❑
FRENCH DOOR
71'x 95'
Exterior ButswI ng Impact
0
FRENCH Dot
71'x 95'
Exterior Butswing Impact
®
FRENCH DOOR
71'x 95'
Exterior Outswing Impact
5❑
SINGLE EXTERIOR
32'x 80'
Exterior Butswing Impact
©
SINGLE EXTERIOR
32'x 80'
Exterior Outswing Impact
0
SINGLE EXTERIOR
32'x 80'
Exterior Butswing Impact
©
SINGLE SOLID CORE
32'x 80'
Self Closing W/
Weatherstrip 4 Threshold
®
SINGLE SOLID CORE
36'x 80'
Exterior Butswing Impact
Q
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
Q
SINGLE INTERIOR
32'x 80'
4 Panel Butswing
11
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
®
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
®
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
®
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
Q
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
©
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
not used
®
BI-FOLD
30'x 80'
4 Panel
O
BI-FOLD
30'x 80'
4 Panel
®
BI-PASS
60'x 80'
4 Panel
21
BI-PASS
60'x 80'
4 Panel
®
BI-PASS
60'x 80'
4 Panel
®
SINGLE INTERIOR
32'x 80'
4 Panel Inswing
iv BATH 1
r� +9'-4" CLG
u
DEN
+9'-4" CLG.
8"X16" CONCRETE BEAM W/ (2)-#6 TC
& BOTTOM W/ #3 TIES SPA. 0 6" O.C.
AREA SCHEDULE
LIVING AREA
3130 SQ. FT.
GARAGE
576 SQ. FT.
PATIO
398 SQ.
ENTRY
447 SQ.
MOVIE RM.
1268 SQ.
TOTAL
5819 SQ.
WIND❑W SCHEDULE
MARK
WINDOW SIZE
TYPE
REMARKS
WI
38'x73'
Singlehung
Impact
W2
38'x73'
Singlehung
Impact
W3
54'x3B'
Horizontal Roller
Impact
W4
73'x3B'
Horizontal Roller
Impact
W5
3D'x38'
Singlehung
Impact
W6
73'x3B'
Horizontal Roller
Impact
W7
106'x50'
Horizontal Roller
Impact
WB
IW x5O'
Horizontal Roller
Impact
W9
73'x3B'
Horizontal Roller
Impact
W10
3Fx55'
Singlehung
Impact
WSI
32x55'
Singlehung
Impact
All windows to have gray frames L clear, Low E gloss
CLIMATE AND GEOGRAPHIC
DESIGN CRITERIA
DAMAGE FROM WEATHERING - NEGLIGIBLE
DAMAGE FROM TERMITES - VERY HEAVY
CUBIC VOLUME OF
THE CONDITIONED SPACE — -----
(CUBIC FEET)
(MOVIE m
°w4. CLGOM
Wil
*9'w"CLG.
ctq
1
Scope of Work
Single level CBS single family,: residence
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 160 MPH (3 second gusts)
Wird Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Sol bearing capacity: 2000 p.s.f.
FLAME & SMOKE SPREAD INDEX
1. WALL AND CEILING FINISHES SHALL
HAVE A SMOKE DEVELOPED INDEX OF NOT
GREATER THAN 450.
2. WALL AND CEILING FINISHES SHALL
HAVE A FLAME -SPREAD CLASSIFICATION OF
NOT GREATER THAN 200
2v1f—o28�
..REVI WED F
CODE OMPLI
Qn1E CO
CC
Fe
a�i \\S M
DESIGN & FORENSICS, INC,
725 SE PORT SAINT LUCIE BLYD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN L MASKOL I
FL PE #66080
*, N .6 0 *=
= o; ;ire
CORI-Dt�P)"\�\\e
z
z
0
0
a
�
H
a
z
u
w
Q
x
a
w
c7
z
Q
Q
�
0
O
S
w
x
hyl
H
W
1O
W
Z
H
rW
DATE
ESIGNEDg
MW
10-13-20 j
DRAWN
GMW
CHECKED
:10E-1320
JOB NO.
2 220-328
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 2500 p.s.i.
All 90 deg. 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 horizontally If required to
achieve minimum coverage.
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
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.f.
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 "Hilts C-100" or
Simpson Epoxy -Tie.
PLUMBING NOTES:
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 1/8" 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.
FOUNDATION PLAN
3/ 16" =1'-O" SCALE
® - #5 VERTICAL DOWEL SPA. @ 4'-0" O.C.
MAX. &AS SHOWN
F-1
F-3
24" 6' mono. footing
with 2� #5 rebor cant.
24" �5 a' mono. footing
with `2} {�i rebar cant.
4
16"
see a pg4"
4
24"
12
24"
MONO. EDGE FOOTING
STEP FOOTING
F— 2
F— 4
24" 6" on
With 12} �imono. foreF,ar cost.tg
Recess 4" at Shower
and curb
4" to 6" 3"
4
8"
4" 4'
16"
16
.
24"
24
TYP. SHOWER
CURB FOOTING
RECESS
AT GARAGE
19/32" C.D.X . PLYWOOD
SEE CONNECTOR
SCHEDULE 12
PRE ENG. WD. 6�
TRUSSES 24"c.c.
ALUM. DRIP EDGE ON
2 x 6 P.T. FASCIA WRAP
WITH ALUM.
IZ"
WIRE LATH AND STUCCO
W/ 6"X22" SCREENED VENTS SPACED
@ 6'-0" O.C. MAX.
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
AS NOTED ON
ELEVATIONS
TWO COAT
STUCCO FIN
tt
GRADE min.
Typical Wall Section
scale: 3/4" = V-0"
R30 BLOWN INSULATION
ABOVE LIVING AREAS
a3
1/2" CLNG.
BOARD
1 x4P.T.
(1) COURSE BEAM
BLOCK WITH (1) #5
REBAR AND FILLED
WITH GROUT
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24"o.c
I
R4 FOIL INSULATION
AT LIVING AREA
1/2" GYP. D.W.
SEE FOOTING
DETAILS
x4P.T.
RESTOP
2500# CONC. FOOTING
`WITH (2) #5 REBAR
01
11 2500## FIBERMIX CONC.
IVER .006 VAPOR BARRIER
IN CLEAN, COMPACTED,
REVIEWED
CODE COMPI
ST. LUCIE Ct
BOCC
File Copy
SUMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN I. MASKOL
FL PE # 66080
z
C
E
a
w
ra
ca
z
c
5
w
x
w
�
VHwr--1I
W
O
I --I
�
YW
V1
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
A=2
d6
1'-0"
6L
1
m
LEFT E LEVAI TIO
3/16"=1'-0" SCALE
10' RIDGE VENT
FRONT ELEVATION
3/16"=1'-O" SCALE
M
nnnnnmuieni�nn_
uiuurnumnuriu�irnnu.. '
I . ,PiinlIrv". ununnunnun�.
II niningnnminnmm�imainminuu._
ROOF VENTILATION CALC:
REQUIRED VENTILATION: 5819 SF (144 SQ. IN./SQ. FT.) / 150 = 5586 SQ. IN.
SOFFIT VENTILATION: 82 VENTS (6"X22"X0.5) = 5412 SQ. IN.
RIDGE VENTILATION: 20 FT (12 IN/FT) (1.5 IN) = 360 SQ. IN.
d .� LEA 'I ON
/16"=l'-O" SCALE
m
T.O. BE
+9'-4"
T.O. WINDOW
+7'-0"
T.O. F.F+01-011
T.O. BEAM
T.O. WINDOW OIL
+7'-0"
T.O. F.F.
+0'-0"
Cope
ST. Lucia Cc
socc
FOR
,,A,SUMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
S UITE'203
PORT SAINT LUCIE FL 34984
(772)285-0572:
BRIAN J. IMASKOL
FL PE #66080
X��\AllII//// ,�NA
Rc r
* NO * =
a
s/Oft�A1 E����`
/////ii('IoO
z
E~
a
ce
U
W
Ca
Q
z
0
5
w
a
W
�
11
O
1�
W
�
�
W
O
DATE
DESIGNED.
'.GMW
10-13-20
.DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
A=3
GENERAL ROOFING NOTES
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
Roofing to be composed of and attached to pre manufactured
conform to ASTM A-615 grade 60 specifications. Lap continuous
wood trusses as follows:
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and
bottom steel over supports and top steel at midspan. Hook
end laps, fasten with coorosion resistant annular ring shank nails
discontinuous ends of all top bars. Reinforcing steel shall have
at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field.
a minimum of 1" concrete cover, or as follows:
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
BOTTOM TOP SIDES
19/32" plywood sheathing or equal installed with staggered joints & GI clips,
Beams: 1 1/2" 1 1/2" 1 1/2"
nailed to trusses with 8d corrosion resistant annular ring shank nails
Slab on Grade: 1 1/2" 1"
spaced max. 5"o.c. throughout, except max. 4"o.c. at gable ends.
--
Structural Poured: 3/4" 3/4" _
All roof trusses are to be pre —manufactured assemblies provided by
Poured Walls: 3/4"
a licensed wood truss fabricator with seperate drawings and data
Slabs exposed
prepared for actual project conditions by a Florida registered
to the weather 3/4" 1"
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
Reinforcing steel shall be detailed and fabricated in accordance
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
with the "Manual of Standard Practice of Detailing Reinforcing
after fabrication.
Concrete Structures" and the current "ACI Building Code 318"
The handling, erection, and fixing of wood trusses shall be in
All structural steel shall conform to current ASTM Specification A-36
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All wood in contact with masonry shall be pressure treated or approved
All engineered headers and truss hangers to be provided by the
seperating material.
truss manufacturer.
All dimensions shall be verified in field by the contractor. If there are
Splitting or cracking of structural components due to installation of
any discrepancies the Architect or Engineer shall be notified before
hardware is not permitted.
proceeding.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
All Design and Construction shall be inaccordance with the current
standard practice.
American Concrete Institute (ACI). and the American Institute of Steel
Construction (RISC), The Florida Building Code and all applicable
local codes.
BUCK ATTACHMENT NOTES
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 2 1/4" EMBEDMENT
Column Footing and Wall Footing: 3000 p.s.i.
INTO C.B.S. SET A 6" FROM CORNERS AND AT 12' o.c. MAX.
Column and walls from foundation to roof: see column schedule.
All other concrete: 2500 p.s.i.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
Footing sizes and reinforcing are based on allowable soil bearing
OR T NAILS 4" FROM ENDS AND 12"o.c.
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
USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION
proceeding with the work.
WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
SHEATHING NAILING NOTES
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
Nailing Pattern
structural components with hurricane anchors for wind uplift.
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
All wood members shall have a minimum fiber stress in bending
Zone 2: 8d at 4"o.c. edges & field
of 1200 p.s.i. with 1/360 max. deflection.
Zone 3: 8d at 4"o.c. edges & field
All bolted connections shall be 1/2" Cadmium plated or better.
Pneumatic Nails
Lag bolts to be used only in shear connections with minimum
Pneumatic or mechanicaly driven nails will
4" threaded penetration past steel plate.
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Lag bolted conditions shall be drill topped no larger than the
Min. shank diameter: .113
internal thread diameter and shall not be hammer driven.
Min. Length: 2-1/2"
Min. Head Diameter: .280 Full Round
Under Girder Trusses provide equal number of studs as girder
Min. Ring Diameter .012 over shank dia.
plys at frame bearing locations
Min. 16 to 20 Rings per Inch
Nate
GENERAL REQUIREMENTS
Gun nails shall be permitted as an
All work to be as per the current edition of the Florida Building Code
acceptable fastener from any manufacturer
and meet or exceed all applicable local requirements.
Wood screws meeting the some size requirement
may be used in lieu of nails without comment
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
Nailing Schedule
and all other cost related to the completion of this project., unless explicitly
identified here.
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6"o.c.
Owner is responsible for all municipal related charges such as impact
at supported panel edges and #8 gun
fees, and water connection, except building permit fees, which are to be
nails at 6"o.c. at intermediate supports.
included in the construction bid.
ROOF SHEATHING TO GABLE END FRAME
General contractor to check all drawings for errors and ommissions and
Use #8 gun nails at 4"o.c.
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
EXTERIOR SHEATHING
damages or costs shall be born entirely by the general contractor.
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
Architect is not responsible for the contractors method or means of
bottom and 6"o.c. in field
construction.
rebor
EXTERIORCEILING & SOFFIT NOTE
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
All plans and drawings are not considered complete until they have been
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c.
reviewed and approved by the Building Department
Provide one layer of 15# felt to bottom of framing before installing lath.
and the building permit has been issued.
INTERIOR WALL FRAMING NOTE
THRESHOLD NOTE
Interior non bearing walls to be metal Studs (25 Ga.) 24"O.C.
At egress door (Entry Door) the max. hgth.
Crimper may be used in lieu of screws.
of the threshold shall be 1/2"
16" C.M.U. WITH CELLS FILLED
GROUT & #5 VERT.
=L
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2" x 1/8"WASHER 12" FROM ENDS
AND 24' o.c. MAX. "OR"
50" x 6" REDHEADS WITH MIN.
2 x 1/8"WASHER 12" FROM ENDS
AND 28"o.c. MAX. "OR"
1/4"xt-1/4"TAPCON MIN EMBEDMENT SPACED
® 7-1/2" O.C. W/1 O.D. WASHERS
SPACED BOTTOM ANCHOR 0 3-1/2"
FROM BOTTOM OF 2x6 & TOP ANCHOR
AT LEAST AS HIGH AS THE DOOR OPENING
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"o. c.
Garage Door Buck Detail
90 DEGREE HOOKS
OVERLAP 25" MIN -
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
Elev.
Change
in
Bond
Beam
1 x 4 bottom chord bracing
24" min. lap (2) 16d at eachN
truss
II II II
Bottom Chord Lateral Bracinc
ner bars to be the
size, number, and
g as horizontial bars
Ling, beams, and walls
II
22 1/2" lap min.
Corner Reinforcing Detai
i
manufactured roof
es 2'-0" o.c.
) min.
'ywall ceiling
galvanized metal track or
top plate
'ywall both sides
metal studs or 2x4 wood
3 spaced ® 24" o.c.
board (typ.)
galvanized track or 2x4
i PA. bottom plate
-r Lhick concrete slab 1,2500 psi) with
fiber mesh over vapor barrier over clean
compacted termite treated soil
TYP INTERIOR NON LOAD Fite COPY
BEARING WALL SECTION
4"=1' SCALE
REVIEW D FOR
CODE Cot IPLIANCE
ST. LUCIE COUNTY
so1ft
0C
SUMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN J. MASKOL
FL PE # 66080
IN ll/� O
* 08
Aj rgo
4
z
0
w
a
u
w
Q
Q
z
0
5
w
x
W
�
W
W
�
I�
W
�
QI
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
A=4
,,4 SUMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN J. MASKOL
FL PE # 66080
�Q VICE Q`
No 0
z
0
a
a
u
w
Q
Q
z
0
y
w
x
1--i
W
�
H
O
W
�
I --I
QI
W
O
�
a
�1
M--1
U
cn
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
ROOF PLAN
3/32"=1'-0" SCALE
3s 2 3
\ 22
21 \ /2
3 ��/ // \2 � z I
2 % 2 / > 2 1 2
1 /2 z
�\ � Zia
1 > �2112 I /Z 2 / \ Z\
2 I /2 2 2
V I / / //\\ \2 \
/ \
V Li11 � � 33 A 2\ 1 \
33 2 � - - - 2 B 2 z 2
33 2 2 2 2 3
WIND ZONE ROOF PLAN
3/32"=1'-0" SCALE
2
I` A 1
I 1 z I
21 I � 1
I1 I 21 1 12
I J I 1
� I
2� 2 2 3
z
z/ � \ �z z 2
3 1 ` 2 ® 2
2 ��� 2
5
rd
5
/ I
I
5 I
I
I
21
WIND ZONES -WALLS
WIND DESIGN PRESSURES
END
WIND
TRIG.
ZONES - PSF
1
2
3
4
5
ZONE
SPEED
AREA
<10 S.F.
-30.6
-53.8
-78.8
+33.5
+33.5
-36.3
-44.8
20 S.F.
-29.8
-49.0
-73.6
+31.9
+31.9
4 FT.
160
-34.8
-41.8
50 S.F.
-28.6
-43.3
-66.9
+29.9
-32.7
+29.9
-37.8
MPH
100 S.F.
-27.7
-39.1
-61.8
+28.5
+28,5
-31.3
-34.8
500 S.F.
+24.9
+24.9
-27.7
-27.7
ALLOWABLE PRESSURES ARE FOR WINDOWS AND
DOORS, FRAMING, ROOFING AND OTHER
BUILDING COMPONENTS AND CLADDING.
ROOF ZONES: 1 THRU 3
\wlwl 1 w ww111 P
5
File
,,-ODE COD
;ST. LUCIE
FOR
A'&"summrr
DESIGN & FORENSICS, INC:
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN J. MAS KOL
FL PE #66080
��ae1111111r//
* , No.
ro
STAT p� ;�
O 3E ill • kr
CORIV
IONA 11��\\��\
z
z
o
a
a
z
u
�
Q
w
Q
z
z
Q
a
m
a
0
z
0
w
a
w
w
Mw-I
w
�
w
z
a
�
w
^O
w
d-1
w
Q
z
0
U
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
A=6
3
:i 6"=T-0" SCALE
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.
Provide one stud for each girder ply at each Bmg. point
Connectc
ir Schedule
Truss
Bearing
Truss
Connector
Qnty'
Connector
Fasteners
Point
Uplift
ID
Uplift
Truss AH9
O
<3750#
MGT
1
3985#
(1) 5/8" THIRD. ROD EPDXIED
7 MIN. & (22)10d
Truss AH7
OB
<8500#
FGTR
2
9400#
(36) 1/4" X 3" SDS & (4) 1/2" X
5 TITEN HD
Trusses
DETAL20
1
2480#
(18) 10d X 1 1/2"
AH11A AH1
O
<3�
HGAM10KTA
2
1700#
(8) 1/4" X 1 1/2" SDS & (8) 1/4"
X 2 3/4" TITEN 2
*All other
ALL
&ot$her
tr GBeS
1,
UNO
<1800#
HETA20
1
1810#
(9) 10d x 1 112"
�I�t�her
ALL
',
UNO
<1000#
MTS18
1
1000#
(14)10d
to Frame
Valley
Trusses
ALL
<250#
MT812
1
1000#
(14)10d x 1 ire
;ODE
ST. Ll
Ffie Copy
FOR
COUNTY
0
a
U
Q
4
Ca
z
0
5
w
x
w
W
W
Z
I�
T
A-1
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
T=1
t
-
!p.
FPL Meter
Location to
be determined
Overhead Service IT
.cirlc Panel II .� --�1
anal 1 1.t� nuw7� �� 4A ess 1
,-7< I
-T
T
iZS1
1 GARAGE 1
i ( Gorage poor
Opener
F`vl rxeFL r"VI / F/v�
_ BEDROOM 1
VP VP PrWm
X
I \ KITCHEN CO®/SO
MASTER j�
BEDROOM O dw _ _
e L _ _ _J
AS
B4T
O BATH 1
� e
® \ \
PN �
LAU CO/SD LIVING ROOM
\ _ _ VAtiRTED CEILING IN LIVZ*.ARFAS
6" DRYER
VENT TO
OUTSIDE
/
n an
1 BEDROOM 3 r—
\%49 DEN
CO/SD
N. CO/SD
er= \
ELECTRICAL PLAT
3/16"=1'-O" SCALE
ELECTRICAL LEGEND
O
RECESSED LIGHT LED CAN LIGHT
p"
{.,)CARBON/SMOKE DETECTOR
91.
VAPOR PROOF SURFACE MOUNTED uQ7T
C 7s/
SMOKE DETECTOR
-�-
PENDANT LIGHT
VN TELEVISION
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
4PN TELEPHONE
EXHAUST FAN OUTLET WO/UGHT
SWITCH
EXHAUST FAN OUTLET w/UGMT
4% THREE WAY SMTCH
Ea11W
(31
6nINKIN L=T WALL nxym
M PUSH BUTTON
MIMM WALL LIMING
� CEILING FAH WITH LIGHT
DUPLEX OUTLET
o
220 V OUTLET
g
GROUND FAULT INTERRUPTER
WEATHER PROOF GROUND FAULT
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
4398 Living S.F. at 3 VA
13194
VA
(2) 20 Amp Appliance Ckts.
3000
VA
Laundry
1500
VA
Dryer
5000
VA
Dishwasher
1200
VA
Range
12000
VA
Ref. Circuit
1300
VA
Garage Door Opener
900
VA
Grinder
3600
VA
Disposal
800
VA
Microwave
1200
VA
Water Heater
5500
VA
Grinder
1200
VA
Well Pump
1000
VA
un)d 1 a THHo nd )
9 Nf copper in 2 gun Go
rHhl
ondul
FPP1
M
■❑r
400 amp main
meter combo w/
(2) 200 Amp breakers
Total
51,394
VA
dlsc `J
First 10 KVA at 100%
10,000
VA
md. Ornd.
Remainder at 40%
16,558
VA
Total
26,558
VA
(3) /!1/O THHN) colyr�r
THHN)
AC Heat at 100%
17,000
VA
and L1 ground
copper in 2 galy. conduiE
AC Heat at 100%
21,000
VA
Total
64,558
VA
Copy
64,558 VA / 240 V = 269
Amps
rILL�
Y
400 Am New Service
p
6w6" die. x io'—a'
g ground rod
F.P.L. service
Underground
Smoke detectors wired to 120V
Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all
equipment
loads prior to
3 4" copper I
start of construction. Electrical
contractor
to recalculate
water pipe
electrical schedule if loads are to be modified
tie ground wire
to footing rebars
Electrical Riser Diagram riEVI WED FOR
.BODE OMPLIANCE
T_ LU IE COUNTY
OCC
,,46UMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE PL 34984
(772)285-0572
BRIAN J. MASKOL
FL PE # 66080
\\\\1lIIII////,/
No
z
0
H
a
iY+
u
w
Q
4
Q
z
0
s
W
a
W
�
I��l
V
W
�
I�
W�
DATE
DESIGNED
GMW
10-13-20
DRAWN
GMW
10-13-20
CHECKED
JOB NO.
2020-328
E=1