HomeMy WebLinkAboutBuilding PlansNOTE:
DOOR FR. SHAL
BE MIN. 4" FRO
SIDEWALL @ C(
CONDITION
(2) 2x4 WD. HD
2x4 WD. BUCK
DOOR -SEE PLAT
5/8" MIN. 3TUCC0
FINISH
EXIST CMU LINTEL
'FLEXWRAP' FLASHING —
TC OR W SCR IF REQ'D
BY PROD. APPVL
MESH ON M. BARRIER
SEALANT, TYPICAL
1x P.T. WD. SHIM FASTEN
TO SOLID 2X FRMG
1/2" GYP. BD.
4-9/16" DOOR FRAME —
BOTH SIDES,
TYP.
EXTERIOR DOOR
1/2" WD. SHIMFINISHE
_
WD
CASING
EXTERIOR
PTD.GRADE
WD. FRAME
1/2" GYP. BD.
CAULK FULL FRAME
BOTH SIDES,
PERIMETER, TYP.
TYP.
FINISHED WD
CASING
DOOR HINGE
(2) 2x4 WD.
BUCK
DOOR -SEE PLAN
PTD. GRADE
WD. FRAME
DOOR -SEE
THRESHOU
NG
EXTERIOR DOOR
SEALANT, TYP @ FRAME
CONT.
1x P.T. WD. SHIM -
FASTEN TO CMU
FLASHING
GROUT FILL CELL
#5 BAR OPENING
EXTERIOR DOOR
3/16" TAPCON w/ 1-1/4"
EMBEDMENTINTO
CONC.-PER HOLE
EX DRIVEWAY
HEAD
JC. SLAB-
TUCKFLASHING INTO Ed
JOINT MIN 1", FILL WITH
J1LL FOAM ROPE & SEALANT SILL
INTERIOR HINGED DOOR EXTERIOR DOOR
SCALE: 1-1/2"=V-0"
SCALE: 1-1/2"=1--0"
- FI-FOIL INSUL
5/8" MIN. STUCCO
(R4)
FINISH
FI-FOIL INSUL.(R4)
EXIST BOND BEAM
-1/2" GYP. BD.
O
-1/4" TC @ 12"oc STAG
'FLEXWRAP' FLASHING
1/2" GYP. BD.
-FURRING STRIPS
STUCCO BAND
1/4"TC @ 12"oc STAG
@ 16" o.c. HORIZ.
AROUND OPENING
SOLID 2X FRMG, ANCH
7
TO EXIST LINTEL, WRAP
'Y
"*"'"''I'
v
FIN. WOOD
W/ FLASHING
CASING
_FIN. WOOD
CASING
MESH ON M. BARRIER
1/2" GYP. BD. w/
CORNER BEAD
Ix P.T. WD. SHIM
/4" TAPCON w/ 1-1/2"
CAULK @ FRAME
EMBEDMENT INTO CONC -
CONT.
SPACING PER PRODUCT
HEAD
APPROVAL
INTERIOR
WINDOW
SEALANT, TYPICAL
OPTIONAL
PRECAST SILL
VERIFY w/ OWNER
- FIN. WOOD
FIN. WOOD SILL
CASING
•�
6" STUCCO SILL
; n" ••
�' FIN. WOOD TRIM
w/ DRIP EDGE
FURRING STRIPS?
VERTICAL @ END
'^
FURRING STRIPS
FLASHING
•••.
'
.w
@ 16" o.c.
_ 1/2" GYP. ED.
OPT. CMU LINTEL -SEE
- FI-FOIL INSUL
BEAM/ LINTEL SCHEDULE
FI-FOIL INSUL.(R4)
(R4)
1/2" GYP. BD.
STUCCO FINISH
�<'•
- THRESHOLD PER
SILL
MANUFACTURER
EXTERIOR
INTERIOR
-GROUT FILL &
FLASHING
4 VERIFY SILL W/
- FLOORING
WINDOW
OWNER
1/2" GYP. BD.
CAULK @ FRAME
FIN. WOOD
CONT.
CASING
Ix P.T. WD. SHIM
-EX CONC. SLAB -
FASTEN TO CMU
FURRING STRIPS
STUCCO BAND VARIES
VERTICAL @ END
FLASHING
1/2" GYP. BD.
GROUT FILL CELL
46.'...
FI-FOIL INSUL.(R4)
OP NINGSALL
JAMB•
WINDOW & DOOR DETAILS
P,T. WOOD FURRING STRIPS
@ 16" o.c. HORIZONTALLY
1/2" GYP.BOARD, PTD.
FI-FOIL INSULATION (MIN. R-4)
C
OWALL SECTION
SCALE 3/4" = 1'-00
C
EXIST TIE BEAM & GABLE
FRAMING
ALUMINUM OR VINYL WINDOW
SCALE: 1-1/2"=V-0"
NOTE:
1. WOOD TRIM SHOWN IS OPTIONAL, PER OWNER.
2. MARBLE WINDOW SILLS ARE STANDARD.
TRUSS ERG.Ilk
#5 DOWEL EPDXY INTO EXIST
CONC. LINTLE & TIE BEAM
5/8" MIN. 2 COAT STUCCO FINISH
MATCH EXISTING FINISH
#5 VERTICAL REINFORCEMENT IN
SOLID GROUTED CELL FROM
FOOTING DOWEL TO EPDXY
DOWEL IN EXIST LINTLE
#5 DOWEL @ FILLED CELL,
EMBED 8", 6" INTO EXIST
FTG, LAP TO #5 VERT,
GAR. DR. IN -FILL
ACCESS ABOVE CEILING
TO INSTALL 2x4 OR 25GA M
STUD BRACE WHERE WALL
SUPPORT EXCEEDS 8 FT.
-R30 INSULATION
SEX GYP BD @
ROOF TRUSSES
SIDE VIEW j DBL 2x4 PLATE OR
II
20 GA TRACK
1 (2) 16d OR #10 X 3"
W SCR @ EA
TRUSS OR BRACE
INTERIOR
SCALE 3/4" = 1'-0"
LL SECTION
J"T.C. THRU 2X PT W/ 1-1/2" EMBED
INTO EXIST CONC LINTEL 12"oc STAG.
2X SOLID 4" HIGH PT HEADER
ANCHORED TO CONC LINTLE, SAME AT
DOOR. SEE HEAD DETAILS ON THIS
AND SHT 2.
12" max Heao & Sill 4"
v E
X
E
Q
a
0
(U
I6
r-1
0
L
N
L_
L
0
U
4"
WINDOW ANCHOR SPACING
MASONRY NOTES
1. CONCRETE (where shown)
NONE
2. REINFORCING
a. shall meet ASTM 615-90 standard for 60 Grade.
b. horiz. & Vert. reinforcing lapping shall be a min. 22".
c. 1 1/2" min protection for reinforcing
3. CONCRETE MASONRY UNIT
a. shall be meet ASTM C 90-90 GRADE NI OR NII.
b. shall be load bearing concrete masonry units.
4. MORTAR
a. shall meet ASTM C 270 standards.
b. shall be type M.
c. joint type shall be concave.
5. GROUT
a. shall meet ASTM C 476 standards.
b. shall have a min. 2000 psi compressive strength.
c. shall meet 8" -10" slump test.
(2) #5 VERTS
FULL HEIGHTI P
WALL SECTION
I I
I I
1
I I
1 I
I I
L____________ ___ _____ _____
o I.
32" h-2-SO„ 36"
VERIFY R.O. VERIFY R.O.
2'-4" 9'-0" EXIST OPNG 2'-4"
DOOR SCH
1
FIBERGLASS EXT. D
2
FRENCH INTERIOR[
3
FRENCH INTERIOR [
4
RELOCATED EXISTII
#5 HORIZ @ Woo
SILL, EMBED 6" INTO
EX FILLED CELL
EX FILLED CELL,
SAME OPP.
FOUNDATION PLAN
SCALE 1/4" = 1'-0"
DEMO PLAN
SCALE 1/4" = V-0"
77 FT
THIS
I PROJECT
2007 N. '
tl
42nd St.
0
VI I
I 11
SITE PLAN
SCALE 1" = 30'
EX EN
DOOR
PROJECT INFORMATION
DESIGN PARAMETERS:
2020 7th Ed. Florida Building Code
Building Design: Enclosed
Basic Wind Speed: 1 160 ph 3 second gust
Risk Category:
Internal Pressure Coefficient: +/-0.18
Building Mean Height: 12'-0"
Roof Overhang: 1'-4"
Roof Pitch: 5/12
RECEIVED
OCCUPANCY:
R3 One -Family Residence AUG 0 4 2021
COUnty
EXISTING CONSTRUCTION: st'perattins
Type V
Unprotected, Unsprinklered
Ext. brg walls- CMU
Eng. wood trusses
Int walls -wood stds & drywall
Asphalt Shingles
AREA TABULATIONS:
Existing House:
Non -A/C Area: 280 sgft.
F-Porch: 60 sf
R-Porch: 220 sf
New A/C Area: 273 sf
Existing A/C Area: 1117 sf
Total A/C Area: 1390 sgft
Total: 1670 sgft.
STEP
4 OR 3-1/2" x 25
1 MTL STUD
,RTITION W/"
'P BD EA SIDE
EX CBS WALL
1X HORIZ PT
FURRING @ 16"oc.
F-FOIL INSUL &"
z
GYP BD OVER, ALL
EXTERIOR WALLS
FLOOR PLAN
SCALE 1/4' = 1'-0"
EPDXY EMBED REBAR
CEM STUCCO OVEI CONC
BLK & MESH ON PI YWD
PT WOOD HE DER
FRAMING
'To°a
�W
I
II
I II
I {
NEW
1
w
j-
II III III
WINDOW
O
_
1
p= Oaw
Sit
NEW 3-
I
36"x
^
3� wo -
6-8 DR
4-/
95
oII zzX
bo bo
L
�o
n
zo
EX HOUS FLR INE
GARA EFL LINE
EX _
-------
---_—_+_'4_3/_3 — ------ ------�
#5 HORIZ @ SILL
FRONT ELEVATION
SCALE 1/4" = V-0"
N
N
r
O
o�
w
F
O
O
Z
5
a
w
OL
O
r
a
w
_
L
Cf)
i
Cn
7
W
W
U
¢
a,
a
N
O
ui
=)
N
n
m
M
[1
-O
Cn
Cl)
I
1
E
U)
E
U
Q
m
C:) C)m
I—
0 °D M
a
Q
U
LI
azLo,
m
o
m
[—
Cn
F_
=
m o
nN
N r
Q
~ C —
E
0
Q
M=F-
W
�� .li
0./
ti
U)
rn
O
Cl)
JLL
LL
U
L)
z�
w
�l.. J
0
0
LL
V
U)
Q
�
N
Cc
c
$
Q
Z
(`
fn
V
o
O
N
0
a
ri':
QZ
J
d
W
—
CO
zLLJ
Z
O
O
�
J
z
a
»
J
ry
Q
O
W
C1
W
ILL
Z
Z
Q
Z
" W
O
O
�OOOU
a
_1
W
W
r Q_
LL
0-
Cn
DSD PROJ,
2110
DRWN.
DSD
DATE
Q5 /2,5
Z21-
SHEET
1
of
2
5/8" MIN. STUD
FINISH
EXIST BOND BE.
'FLEXWRAP' FLA
STUCCO BAND
AROUND OPENII
SOLID 2X FRMG,
TO EXIST LINTEI
W/ FLASHING
MESH ON M. BAF
1x P.T. WD. SHIf
CAULK @ FRAME
CONT.
H EAD
11
2X SOLID FRAME H
SCALE 3" = V-0"
=I -FOIL INSUL.(R4)
1/2" GYP. BD.
1/4" TC @ 12"oc STAG
=IN. WOOD
-.ASING
1/2" GYP. BD. w/
;,ORNER BEAD
/4" TAPCON w/ 1-1/2"
:MBEDMENT INTO CONC -
�PACING PER PRODUCT
APPROVAL
ELECTRICAL NOTES
1.
11. Load data and calculations were designed based on
Contractor shall compare the electrical drawings and
specifications with drawings from other trades. Contractor
information given to Architect at the time of the design. Prior
shall report any discrepancies to the Architect. Obtain written
to installation of all equipment verify size of equipment and
instructions for any necessary changes.
panel sizes.
2.
Contractor to verify and coordinate utility service with local
12.
Electrical system shall be grounded. See Riser
utility company. Locate meter and panel as required.
Diagram.
3.
Install temporary power for construction as required.
13.
Outlet boxes shall be pressed steel in dry locations,
4.
All electrical work and materials to be installed per NEC, NFPA,
cast alloy with threaded hubs in wet and damp
local, state, and national code.
locations and special enclosures for other classified
5.
Location of electrical raceways, switches, panels,
locations.
equipment, fixtures, etc. shall be adjusted to accommodate
14.
Disconnect switches shall be H.P. rated, heavy
the work to avoid interferences anticipated and encountered.
1
duty, quick -made, quick break enclosure required
6.
Contractor shall verify switch type and locations with owner
by exposure.
prior to installation. Color of cover plates, switches and
15.
Smoke detectors shall be hard wired (110 volt
receptacles shall be selected by owner.
type) to non-switchable light circuit and shall not be
7.
Contractor shall determine the exact route and location of each
connected into the load side of a ground fault
electrical raceway prior to make-up and assembly.
circuit.
8.
Outlets and appliances are shown and located on the drawings
16.
Smoke detectors shall be located on or near ceiling
as accurately as possible. All measurements shall be verified
inside and outside each sleeping area. Verify
on the project and in all cases the work shall suit the
locations of smoke detectors with the drawings.
surrounding trim, finishes, and/or construction.
17.
Smoke detectors shall be 110 volt type, with a test
9.
Heights of all outlets shown on the drawings are
button with battery back-up system and visible
approximate only.
.power on" indicator.
10.
All outlets installed outdoors, in bathrooms, on kitchen
18.
Carbon Monoxide Detectors are required, may be in combination
counters and in the garage shall have ground -fault circuit
with Smoke Detector, mounted within SO ft. of a bedroom.
interrupter breaker or receptacle. All other outlets
19.
Furnish and install fixtures as called for on the plans or as
installed in living spaces shall have an arc -fault circuit
selected by Owner.
interrupter breaker or receptacles.
20.
Contractor shall verify fixture type and locations with owner
prior to installation.
21.
Coordinate heights of wall mounted lighting fixtures to clear
mirriors, Cabinets, builts-ins, trim, etc.
Weather Head
EXIST SERVICE
EXIST
150 AMP
P
EXIST #4 COPPER CU
TO COLD WATER PIPE
AT HOSE BIB
GROUND ROD
EMBEDDED IN FOUNDATION
ELECTRICAL
RISER
SCALE: NTS
Electrical Load Calculations:
1,390 sqft. @ 3.0 VA/sqft.
= 4170 VA
Garbage Disposal
= 900 VA
Refrigerator
= 1,200 VA
Total Panel Load:
Microwave
_ 1,500 VA
A/C #1 @ 10.0 kw
= 10,000 VA
Dishwasher
= 1,800 VA
1st 10,000 VA @ 100%
= 10,000 VA
Range/Oven
= 6,000VA
Remaining VA @ 40%
= 11,308 VA
Dryer
= 5,000 VA
Washer
= 1,200 VA
Total:
= 31,308 VA
Water Heater
= 5,000 VA
Pump
= 1,500 VA
31,308 VA =
130.45 amps
A/C #1 @ 10.0 kw
= 10,000 VA
240 V
Sub -Total:
= 38,270 VA
Total Amps required: =
131
Summary:
Existing 150 amp service and breaker panel are properly sized for this additional
load.
ARCHITECTURAL SPECIFICATIONS
GENERAL SCOPE of WORK:
1. MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ST..LUCIE COUNTY,
FL AND THE FLORIDA RESIDENTIAL BUILDING. CODE, 2020 7th EDITION,
2. SCOPE OF WORK INCLUDES:
a) REMOVE EXISTING OVERHEAD DOOR.
b) INSTALL EMBEDDED REBAR DOWELS AT EXISTING TIE -BEAM AND FOOTING, INSTALL CMU BLOCK. CLOSURE
WALL W/ REINFORCING.
c) FRAME WOOD HEADERS, INSTALL EXTERIOR DOOR AND WINDOW PER PRODUCT. APPROVALS & DETAILS.
d) FRAME WOOD (OR METAL) STUD PARTITIONS, INSTALL ATTIC & WALL FOIL INSULATION, AC DUCTWORK,
ELECTRICAL WIRING, AND SHEET ROCK.
e) INSTALL ELECTRICAL FIXTURES, AND SELECTED FLOORING.
f) APPLY EXTERIOR STUCCO (FINISH) AND PAINT INTERIOR AND EXTERIOR TO MATCH EXISTING.
DIVISION 3 & 4: CONCRETE & MASONRY
1. FOR CBS WALL SEE MASONRY NOTES.
DIVISION 6: WOOD AND PLASTICS
1. LUMBER: FURRING & BLOCKING:. DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, OR
SPRUCE -PINE -FIR NO.2 OR BETTER, MAX 19% MOISTURE CONTENT. USE PRESSURE
TREATED WHERE NOTED AND/OR REQUIRED AND IDENTIFIED PER FBC 2303.1.8.1,
2. PLYWOOD (where called for): APA EXP-1, COX.
3. FRAMING ANCHORS: SIMPSON, GALVANIZED, W/ ALL NAILS, SCREWS AS SCHEDULED.
4. ANCHOR ADHESIVE: SIMPSON AT'ACRYLIC-TIE', 2 COMPONENT, CAT. PA. 69.
DIVISION 7: THERMAL AND MOISTURE PROTECTION
1. BATT ATTIC INSULATION: EQUAL TO R-30 MANVILLE KRAFT-FACED THERMAL INSULATION: INSTALL
PER MANUFACTURER'S RECOMMENDATION FOR THE GIVEN CONDITION.
2. WALL INSULATION: MIN R-4 AT NEW CBS WALL, INSTALL PER MANUFACTURERS RECOMMENDATIONS.
3. CAULKING/SEALANT: GE SILICONE II XST, PAINTABLE TYPE.
4. DOOR & WINDOW MASONRY FLASHING: EQUAL TO 'DRYLOW BY UNITED GILSONITE LABORATORIES,
APPLIED PER MFGR'S RECOMMENDATION. APPLY TO BOTH EXISTING AND NEW MASONRY.
5. FLASHING AT DOOR & WINDOW WOOD HEADERS: EQ TO DUPONT'.FLEXWRAP', SELF -ADHERED BUTYL
FLASHING PER MANUFACTURE'S RECOMMENDATION.
DIVISION 8: WINDOWS AND DOORS
1.: EXTERIOR DOORS: PRE -HUNG, FIBERGLASS OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED
CORE, PRE -FINISHED, 3-BUTT HINGES PER DOOR, 36"x80" SIZE, RAIN -TIGHT WEATHERSTRIPPING AND
WEATHERSEAL THRESHOLD. HARDWARE: KEYED EXTERIOR LOCKSET.
2. WINDOWS: SINGLE HUNG, VINYL OR ALUMINUM, IMPACT RATED, INSULATED, SIZES SHOWN, INSTALL
PER PRODUCT APPROVAL. -
DIVISION 9: FINISHES
1. CEMENT STUCCO:
- ON PLYWOOD (WHERE NOTED) - WIRE MESH ON 30# MIN FELT UMDERLAYMENT,
SCRATCH,. BROWN, FINISH COATS, 3/4" THK
- ON CONC BLOCK - 1/2" THK, 2. COAT, TEXTURE FINISH TO MATCH EXIST HOUSE.
- SOFFIT - ON EXPANDED METAL LATH
2. GYPSUM WALLBOARD SHALL BE U.S. GYPSUM OR EQUAL. INSTALL AS PER MANUFACTURER'S
INSTRUCTIONS. MATCH EXIST TEXTURE.
3. PAINT INTERIOR 2 COATS, OF VINYL LATEX SEMI -GLOSS PAINT STUCCO 2 COATS LATEX
4. FLOOR FINISH AS SELECTED.
5. CERAMIC TILE AS SELECTED. -
DIVISION 1S: MECHANICAL
1. EXTEND DUCTWORK OF EXISTING HVAC SYSTEM INTO NEW ADDITION AS SHOWN ON DRAWINGS. ALL WORK
SHALL COMPLY WITH THE FLORIDA §VILDING CODE 20120, 7th ED. MECHANICAL. SEE ATTACHED MANUAL-3,
ENERGY CALCS AND DUCT LAYOUT. W/ CFM.
2. CUTTING & PATCHING OF WALLS 04 ROOF SHALL BE IN ACCORDANCE TO THE OWNER'S AND ARCHITECT'S
REQUIRMENTS.
3. COORDINATE ALL WORK WITH OTH€R TRADES PRIOR TO INSTALLATION TO AVOID ROUTING CONFLICTS.
4. PROPERLY DISPOSE OF ALL DISCAR®lED MATERIAL AND WASTE PER OWNER AND THE CITY OF FT. PIERCE
REQUIREMENTS.
AC NOTES:
1. Contractor shall verify all duct sizes and consult
Energy Calculations prior to extending A/C system.
2. Flex Duct shall be insulated flexible duct.
ELECTRICAL & AC PLAN
SC ALE 1/4" = V-0"
=1
F
a O
U) j
Z 5
O z
u
L,J a
W N O 6
m 7D
En
U�
N
a1/
E
U
v
H
o o cm
0 coo M 7
>
Q
V
W
M N
N Z 6
o rn m
_
r-
Z
I`-
Q
1- c _ E
Q
co
W
U)
rn
O�
M
J
LL
LL
U
U
Z
a)
LU
EL
r
LJ
0
a
o
n/
a
<Z
r
0
a
o
0
N
VIEWED FOR
COMPLIANCE
UCIE COUNTY
pn(�r-
W
I-
Z
O
Z
C1.
C
0600
O
J
0
J
C)
�
E
E
LL.
v V
U
V
o LU
J
Ji
J
Lu
�
w
w
U)
DSD PROD.
2110
DRWN.
DSD
DATE
0 125 Z
SHEET
2of2