HomeMy WebLinkAboutBuilding PlansEXISTING ROOFING
EXISTING WOOD
TRUSSES 24-c.c1
EXISTING FASCIA-/
EXISTING SOFFIT
EXISTING
STUCCO
GRADE
R30 INSUL.
1/2" GYP.
BOARD
EXISTING C.B.S.
EXTERIOR WALLS
-1 x 2 P.T. FURRING 24"o.c.
R4.1 FOIL INSUL,
OVER FURRING
1/2- GYP. D.W.
EXISTING CONCRETE
FOUNDATION
Ext. C.B.S. Wall Detail
MTS12 with (14)
10d x 1 1/2"at each
Truss
Top Plate
5/8" T-111 Siding
fastened to studs as
per Nailing Schedule
Cover with one layer
of House Wrap - \
Exterior
Grade wI Min.
(2) 2 x 4 Top Plate
with (1) SP4 at each
stud with (6) 10d
`2 x 4 studs 16"o.c
RI Batt Insulation
—at frame section at
Entry Door
Interior
(1) 2 x 4 p.t. Sill Plate
with (1) SP4 at each
stud with (6) 10d nails
Fasten to concrete with
5/8" dia. x 8" long wedge
bolt 32"o.c. and $ from
ends with 1/8" x 3" washer
Existing Concrete
Foundation
Ext. Frame Wall Detail
24
s.h.
24
s. h.
s'-0" +/ $
,m Cord of Wood
Truss
2 x 4 top plate
Fasten with (2)
16d at each truss
`1/2" gyp. d.w.
2 x 4 studs 24"o.c.
2 x 4 p.t. sill plate
wood base
_Cased Hard Coil
Nails 12-o.c. max.
0.00' F.F.E. _
\-Existing Conc.
Foundation
Interior Wall Section
Non Load Bearing Wall
Non Brng.
Header
Storage
Non Air Conditioned
Non Bring
Header
Flame Spread Index & Smoke Developed Index
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
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
New Exterior
Frame Infill Wall
Porch
(2) 24
s. h.
o CBS Infill Living
\_New Exterior Exist. 28-x 24"
Frame Infill Wall Opening
3068
New Kitchen Layout
Ref. Cabinet Drawings by
Carport water
Others
p line Range
& O�
Kit. Exhaust
Hood 10011
Renovated Floor Plan
scale: 1 /4" = V-0"
aim
Family
Dining
23 (2) 24
s.h. s.h.
NO CHANGE TO THE EXISTING
INTERIOR LAYOUT OTHER THAN
WHAT IS NOTED IN THESE PLANS
S.G.D.
E.
Project Data
Project Name: Mike T. Foster
Street Address: 176 NE Estia Lane
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
Residential Demo & Renovation
Update Kitchen & Bathroom
Replace all Drywall
Update Electric Service to 200A
Upgrade Electrical
Reconfigure Bathroom and Air
Handler Location
New Windows and Doors
to their existing sizes
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 150 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Bdrm. 3
(2) 23
s.h.
4068
1.,
m
N
23
s.h.
Planter Safety
Glass
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 1,911 s.f.
Building Code
2017 Florida Building Code: Residential
2017 Florida Building Code: Existing Bldgs.
Alteration Level II
2014 National Electrical Code: NFPA 70
Area Tabulation
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Living:
1,178
> O
Carport:
219
LO
Porch:
292
N
Entry:
38
>
Storage:
184
_N
Total
1,911
Cubic Volume:
10,458
c.f.
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Bdrm. 2
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New Condenser
Upit fastened to
Concrete Pad
W
2668
Louver a+s
5068
A
r
New Air Handler
N
Location
s. ,.:�,1
. gF.
date revision
r(w
1.0/31/19 `Client Review
a
Master Bdrm.
24
s.h.
drawn
Checked
:. J.
date
10/31/19
scale
as noted
(3) 23 s.h.
job number
19070
sheet
A-1
Corigated Metal Masonry
Ties 8-o.c. vertical in each
mortar joint, Fastened to
existing masonry jamb
Existing Cast in
Place Tie Beam
Existing CBS
Exterior Wail
Existing Masonry
Opening
Masonry Opening "In Fill"
Fill in the existing
openings with CBS
8 x 16 x 8 and mortar
m
0
0
o.
0
0
W
.y
N
LX
w
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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C =®W
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stucco finish
perimeter caulk /
Attach p.t. bucks J
with 8d coil nails at
12"o.c.
Typ. Alum, window _
jamb or sliding glass
doorjamb
QM
Min. 1 1/4" embedment
at windows and min.
1 1 /2" embedment at
a a sl. gl. doors
°
a
d" d
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 LMW200 Coating
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
(Existing) 2" v.t.r,
To Existing
Plumbing contractor to provide a Sewer Main
shut off valve at each fixture
each fixture
Insulate all hot waier lines
Plumbing Riser Diagram
n.t.s
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/2'" EMBEDMENT
INTO C.B.S. SET A 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
4" FROM ENDS AND 12"o.c.
STRUCTURAL NOTES:
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.
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, All 18.1, Al 18.3, 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 C1325.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
All Design and Construction shall be inaccordance with the current
Gypsum Note
American Concrete Institute (ACI). and the American Institute of Steel
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
SHEATHING NAILING
ruction (RISC), The Florida Building Code and all applicable
C1177, C1178, C1278, 01396, or C1658 and installed per FBC residential
loon
code. Per USG, Wallboard conforms to C1396.
Nailing Schedule
Structural Concrete shall attain a minimum ultimate compressive strength
Gypsum Board & Gypsum Panel Products
(Fc') in 28 days as follows:
ROOF &FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6"o.c.
Column Footing and Wall Footing:
g g: 3000 p.s.i.
Gypsum board and gypsum panel products shall be applied
at right angles or parallel to framing members. All edges and
at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000
ends of gypsum board and gypsum panel products shall
p.s.i.
occur on framing members, except those edges and ends that
are perpendicular to the framing members. Interior gypsum
ROOF SHEATHING TO GABLE END FRAME
All wood members shall have a minimum fiber stress in bending
board shall not be installed where it is directly exposed to
weather or to water.
Use #8 gun nails at 4-o.c.
of 1200 p.s.i. with 1 /360 max, deflection.
EXTERIOR SHEATHING
All bolted connections shall be 1 /2"" Cadmium plated or better.
Wall and ceiling gypsum board shall be fastened with screws
spaced at 12"o,c. Screws for attaching gypsum board and gypsum
Use #8 gun nails at 4'"o.c. at panel edges
and #8 gun nails at 4""o.c at panel top and
La bolts to be used only
g y in shear connections with minimum
panel products to wood framing shall be Type W or Type S in
accordance with ASTM 01002 andshall penetrate thewood not
bottom and 6" o.c. in field
4"" threaded penetration past steel plate.
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel
products shall be attached to cold formed steel framing less
Lag bolted conditions shall be drill tapped no larger than the
than 0,033°" (1 mm) thick shall be Type S in accordance with
internal thread diameter and shall not be hammer driven.
ASTM 01002 or bugle head style in accordance with ASTM C1513
and shall penetrate the steel not less than 3/8" to 0.112"
shall be in accordance with ASTM or
(1mmhe
GENERAL REQUIREMENTS
bugle head style in accordance with ASTM 1513. Screws for
d style s for
6" 10/10
attaching gypsum board or gypsum panel products to structural
New Plumbing Wy`y M
Pipes
All work to be as per the current edition of the Florida Building Code
insulated panles shall penetrate the wood structural panle facing
not less than 7/16""o.c. (11.1 mm).
and meet or exceed all applicable local requirements.
Saw Cut
for New
Existing Cone.
Foundation
General contractor is responsible for all labor, materials, utilities, testing,
Gypsum board used as the base orbacker for adhesive application
of ceramic the or other required nonabsorbent finish material shall
Plumbing
waste removal, storage, securing of site, accomodation, transport/freight,
conform to ASTM C1396, C1178, C1278. Use of water resistant
and all other cost related to the completion of this project., unless explicitly
gypsum backing board shall be permitted on ceilings. Water
identified here.
resistant gypsum board shall not be installed over a Class 1 or
_
Class 2 vapor retarder in a shower or tub compartment. Cut or
Owner is responsible for all municipal related charges such as impact
exposed edges, including those at wall intersections, shall be
_
fees, and water connection, except building permit fees, which are to be
sealed as recommended by the manufactuer. Water resistant
`
included in the construction bid.
sum backing board shall not be used where there will be
gypsum
direct exposure to water, or areas subject to continuous high
.006 Visquine 4" 2500# cone.
General contractor to check all drawings for errors and ommissions and
humidity.
min.
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
Wood Framing Note
Before compaction and
and ommissions are not reported in writingto the architect, any resulting
Clean, Compacted, Cover provide support of
damages or costs shall be born entirely by the general contractor.
Wood framing supporting gypsum board and gypsum panel
Termite Treated Fill drain pipes with concrete
products shall be not less than 2"' (51 mm) nominal thickness
to maintain required slope
Architect is not responsible for the contractors method or means of
in th least dimension except that wood furring strips not less
Conc. Repair at Plumbing
construction.
than 1"" by 2'" (25mm x 51mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
General contractor is to keep the site in a clean and safe state through
not more than 24"o.c. (610mm)
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Wire Lath Attachment
PLUMBING NOTES:
_ Unless otherwise noted, the installation of specified hardware shall
Over wood framing the paper
conform to the manufacturers instructions and standard practice.
backed wire lath shall be installed
Plumber to consult with contractor and equipment ordered
over one layer of approved plastic
for rough in dimensions.
All plans and drawings are not considered complete until they have been
house wrap. Lath shall be attached
reviewed and approved by the City of Port St. Lucie Building Department
horizontal framing members with 1.5'
Verify all dimensions with the floor plan. The floor plan
and the building permit has been issued.
roofing nails and to vertical wood
dimensions dictates all other dimensions on other sheets.
framing members with 6d common
nails or 1- roofing nails driven to
Do not scale drawings, if any conflicts arise, contact the
INTERIOR WALL FRAMING NOTE
penetration of not less then 3/4"'
of an inch, or 1 "" wire staples
Architect or Engineer for clarification prior to construction.
driven flush with the plaster base.
All sanitary lines 2" or less shall have a slope of 1/4" per
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Staples shall have crowns not less
foot minimum..
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
than 3/4'" and shall engage not less
than three strands of lath and
All sanitary lines above 2"" shall have a slope of 1/8°" per
MTS12
10d x 1
with (14) penetrate the wood framing members
1/2"at each not less than 3/4". The fasteners must
foot minimum.
THRESHOLD NOTE Truss
penetrate the wood framing members
not less than 3/4-. Fasteners shall be
Provide Anti -Scalding Valve in all showers.
At egress door (Entry Door) the max. hgth.
7" o.c. max.
of the threshold shall be 1/2" Plate
8'-0Top
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 6" max. from corners & 13.75" max. o.c. Jambs:
FL#: 75412.3
Windows
Series 7700
Singlehung
Lawson Ind.
Impact
6" max. from corners & 10.25"o.c. above meeting rail and
9 7/8" max. o.c. below meeting rail. Use 1/4" dia. Tapcons
+38.7 -42.1
+/- 60.0
with 1 1/4" embedment into concrete.
Head, Sill, & Jambs: 6" max. from corners. Head & Sill 13.25"
FL#: 15441.4
Sliding Glass Dr.
g
SGD-9200
Lawson Ind.
Impact
p
max, o.c. Jambs: 13.75"'max. o.c. Use (2) fasteners at each
location. Use 1 /4" dia. Tapcons with 1 3/4" embedment into
+38.7 -42.1
+/- 65.0
concrete
Jambs: 12"" max. from corners & 36-o.c. Use #8 x 2"' Wood
FL#: 7091.1
Swing Doors
Wood Edge Steel
Masonite Inter.
N.A.
screw at frame and 3/8"" Conc. screw with 1 1/4" embed, into
+38.7 -42.1
+/- 70.0
concrete
#9-16 or #10-14 Hex Head Wood Screws with sealed washer
FL#: 14645.3
Roofing
5V Crimp
Metal Sales Mfg.
N.A.
Fastener to penetrate the deck a min. of 3/8". Screws to be
- 45.0
- 196.7
6-o.c. across panel ends & 12"o.c. in field.
(2) 2 x 6 header
with 1 /2" plywood
flitch bond together
with 16d 6""o.c.
staggered -\
SP4 at each stud
and 16'"o.c. max. along
header. Use (6) 10d
1 1/2r" long for each
fastener
(2)2x4
top plate
Header to Stud
Ir / with (1) MSTA18
with (14) 10d
DOOR
ROUGH
OPENING
Door Framin
At Exterior Wall
It -
(1) 2 x 4 under header
and (1) 2 x 4 along side
of header, bond together
with 16d 6"o.c.
SPH4 at each stud
Use (10) 10d X 1 1/2"
2 x 4 p.t. sill plate
fasten as per exterior
frame wall section
(2) 2 x 4 Top Plate
with (1) SP4 at each /
stud with (6) 10d
5/8" T-111 Siding III I '-- 2 x 4 studs 16"o,c
fastened to studs as III
per Nailing Schedule
Cover with one layer
of House Wrap --\
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Exterior
Interior
(1) 2 x 4 p.t. Sill Plate
date revision
with (1) SP4 at each
stud with (6) 10d nails
10/31 /19 Client Review
Fasten to concrete with
5/8" dia. x 12" long wedge
bolt 32'"o.c. and 6"' from
ends with 1/8" x 3" washer
Coat the existing concrete
with a bonding agent and pour 4"
of 2500# fibermix cone. to level the
foundation. New concrete to extend
drawn
under frame walls.
aa.
0.00' FFE
checked
Grade J=M in'
`r
:i
date
10/31/19
Existing Concrete
scale
Foundation
as noted
job number
19070
sheet
Frame
Wall Detail
A-2
At
New Concrete at Storage Area
ELECTRICAL LEDGEND
ORECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
j WITH L.E.D. BULBS
f 3- SURFACE MOUNTED LIGHT FIXTURE
Te SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
c� UNDER CABINET FLUORESCENT FIXTURE
FRECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
O EXHAUST FAN OUTLET
LJ DOOR CHIMES
THERMOSTAT SMOKE & CARBON
SD MONOXIDE DETECTOR
DUPLEX OUTLET - SWITCHED
�* TELEVISION
c DUPLEX OUTLET
220 V OUTLET TELEPHONE
't1Y
SWITCH PUSH BUTTON
THREE WAY SWITCH - DIMMER SWITCH
D
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
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VIIG IVIIVIVVVQYO L GVVV VVgLLS LVVV Wa LL5
One Ref. 1500 watts
One Bath 1500 watts
0
One Dryer 4500 watts
LL
One Washer 1500 watts
Water Heater 5000 watts
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Total 33,534 watts
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First 10 KVA at 100°% 10,000 watts
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Remainder at 40% 9,444 watts
(3) #2/0 (THW) copper
W
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and (1) #4 ground (THW)
W
Total 19,414 watts
copper in 2 galy, conduit
F-
One AC Heat at 100% 10,000 watts
(3) #2/0 (THW) copper
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Total 29,414 watts
and (1) #4 ground (THW)
copper in 2- galy. conduit
F.P.L. service
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29,414 W / 240 V = 122.E Amps
W�
New 200 Amp Service
v)
Remove the existing 150 Amp Service
W�
Panel: 200 A.M.C.B. 200 Amp
Smoke detectors wired to 120V Bathroom lights
g
1,0, 3W 40 Circuit
420/240 Volt Panel
Disc.
Non Switchable, Non GFt
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
a.c.
electrical schedule if loads are to be modified
disc.
date
revision
Electrical Notes
10/31/19 Client Review
1. All loads to be checked by a Florida Licensed Electrician
5/8` dia. x 10'-0"
long ground rod 3/4"' copper
2. All work to meet the National Electrical Code
water pipe
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
drawn
s.i.
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
checked
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
J.
date
5. Ensure min. 36" clear between equipment and disconnects, Typical.
10/31/19
&_�
scale
tie ground wire
as noted
to footing rebars
job number
19070
Electrical Riser
Diagram
sheet
A-3