Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBuilding PlansI
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. Sv crimp metal roofing attached to plywood neck using #9
woad screws with self sealing washer at 12" o.c. max spacing over
(type 2) 30 lb felt underlayment installed with min. 4 side laps
laps fastened with corrosion resistant tin caps and with 1.2 " ring
spaced L o.c. at all laps and two staggered rows 12' o.c. Pie
deck to trusses using attachment detail on this sheet
A
5/8" thick light textured
,tucco on typical concrete
12
block construction
SLOPE I 4
3 COVERED
OPORCH
-- — ——
p — — — — — — — — — — — — — — — — -------
5/8" thick x 8"w cut
coral finished stucco bands Finish Columns with
5/8" thick cut coral
finished stucco bands
SCALE: II - I'—O'
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5'
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced V c.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 SLOP
0O-C"B4i9""Floor
...� .m., .a,.k• ,.s.., m... �. ...-., — — ,..,, — �.._ — .—. s,_-�'L,c_ —. — — — — — — — —
5/8" thick light textured `f
stucco on typical concrete
block construction
SCALE: 1/4' - P—O'
O
-----------------
5/8" thick x 8% cut "
coral finished stucco bands
2" x 4" top plate II o 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at IL" o.c.
base —board ---\ 11 11 / 2" x 4' P.T. bottom plate
\ 4" concrete slab wrth ftbermesh OR
L"xL' #10/10 wwM on L mil
Viaqueen
over
clean compacted termite treated
fill
Interior
Non —Bearing Partition
Braden i
BrAdoin A 5 ,�.
�'��
Name
budding Corp.
Architect - Planner
411
S.E. Coconut Avenue
HE
j��
D
Tel
: (i12) 281-8258
(
�T
I `t
Fax
: (112) 281-8283
Sppanish
Lakes
E—mail:
bradenaal®comcast.net
St.
Lucie
County Florida
Stuwrt_ FL
%4ggL 1tAAe_nf)iII
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
2L ga. 5v crimp metal roofing attached to plywood aeck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4".
side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all la s and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
SCALE: 1/4' - II
Gulf Coast Supply and MFG 5v Crimp Metal roohng FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb Pelt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spL aced " o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
i/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using8d earls. Substrate
to be l9/32" CDX Plgwo6d nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
1111MIMIMIMI
� 1=1ICI I[�� ICI ��■■���� ���I ItrlJ71 1 rm I CI
FRONT ELEVATION
/ /1Y
W-1" BEARIN ~ _s.
REVIEWED FOR
CODE COMPLIANT
ST. LUCIE COUNT
Q
BOCC
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING:
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Reaidential. Lth Edition and ASCE 1-10 for Wind Loading
Building[ Design is: Enclosed Risk Category. II Wind Velocitg: IL5 mph ultimate
Mean Root Height: IIII'—OO" Roof Pitch: 4.12
Internal PressureCoefficient- to -is
Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Root End Zone: 3'-4■ Wind Speed: IL5 mph ultimate
WIr1d Exposure Classification: C L21 x O.L = 0.12E
Adjustment factor for Exposure Height ASD demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+OAWL
Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.L/-32.L psf
Roof Zone: 2. +20.L/-51.0 psf
Roof Zone: 3. +20.6/-84.0 pet
Components t Cladding Wall End Zone Width: 3'_4•
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal
Wall Zone: S. +35.8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Dom.+32.0/-40.3paf
Shear Wells Considered for Structure? Yes
Continuous Load Path Provided?Y
Are Components an Cladding Det0 Provided? Yes
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: _A1_ Pat FLOOR DEAD LOAD: oaf
JOB A D D R E S F� m1�- < �kz � 5
Model: Date Drawn ,evisions :
REAR Drawn
w .>-23-I8 Garage floor slope and
Drawn bg: smoke detector revision
PORCH C.C.U.
RIGHT Checked bg:
D.R.B.
FILE COPY
Rod Zone I
Walls Zone 4
Rod Zone 2
i)lalls Zone 5
?=:ND ZONE
= Corner Zones
Roof Zone 3
�,omm
. 15-15�B
Impact
I FLAN
Recat top plate L"w x 3/8"d Counter top -verify typo
FLOOR L A I � for steel support angle with contractor
CRASH F O S T DETAIL see detail on this sheet
TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S.
I. Contractor to verify ALL notes and dimensions prior to 3C high bg 4" diameter
proceeding with work. steel crash post. Floor Steel countertop support angle
p 9 Flange with 4 - 3/6" Install L' from each and and Base cabinet
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail
a minimum 1,400 P.S.i. fiber stress. et III o.c.
°tom`
4. No dissimilar metals to touch. 6"01 1/2' drywall
5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. 2%2" 2Y2" 2' x s' PT wood plate
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to /2"
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord =a/e" V 0 z�," KITCHEN ISLAND FRAMING DETAIL
of trusses with screws per FBC R102.3.5. 4'
1. ALL wood in contact with concrete shall be pressure treated. 2
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 0
9. ALL plumbing fixtures to be low flow."
10. Contractor to Provide Drain at water heater in accordance I2 MASTER `'""` '.
with the current edition of the Florida Plumbing Code. 1 12• �. BATH I ��
II. Contractor to Provide a 2'-8" wide door at one bathroom for I T%. 'I 1�; ��•
handicap accessrbilitg requirements. I LAVA I I �.e\ ��� "4eM , KITCHEN
12. Lowest finished floor to be set bg Governing Building Department 2" s'rz" It�vi �y/'I I LAUNDRY ' """
surveyor to set in field. �" �3. I 1 13° l 2" 4.
13. Separation between residence and garage shall be per FBC R302.6 L" 1 1 201 1
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door I .e J 2" 2° 2• �i
Water Heater 3" soli- 2"
15. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC RS02.9.1 Ti3 ,0, 22° 2"
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 3- BATH 82
Evionn
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation SANITARY RISER
materials exposed on the underside of the roof deck or on the attic walls shall comply rite
with F.B.C. R316 - see permit info box of code edition
18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C%O, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed
according to the following: (FBC R102.3.5�
pprywall
Thicknew
Location
Orientation
Framing
Member
Spacing
Mawmum
Max spacing
or fasteners
Nall ezin options for
g
installation of drywall into
wood framing members
2" x min. thickness
Nails
Screws
Yz
Ceiling
Perpendicular
24"
7'
12'
13ga 1 3/8' long with 19/L4" head
0.098' diameter x 1 1/4' long
annular -ringed or 5d coder nail
OR
0.080' dia. xx 1 3/8' long with
15/64' headR
Walls
Direction
1L'
g•
IL'
Gppsum board nail 0.080 dia.
x 1 5/8' with 9/32' head.
Ceiling
Perpendicular
24'
1•
12-
13ga 1 5/8 log with 19/L4' head
OR
0.0980 diameter x 1 3/8' long
annular -ringed or Ld coder nail
OR
0.092' dia. xx 1 1/8' long with
1/4' head
Walls
Either
Direction
11.2
8•
1L'
OR
Gypsum board nail 0.0915° dia.
x 11/8° with 19/L4' head.
9. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6.
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall. crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyingg smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2f. ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5'
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Window Schedule
Mark
Size
Roucih O en.
Window Descrl tion
PRESSURE ZONE
I.
4'-5Ye"x 4'-1,'/a"
54%'x We'
Single Hung
ZONE 4
2.
V-2 Ye"x 5'-3 Vie'
15' x 63 Y+'
Seigle Hung
ZONE 4
3.
2'-2' x V-2'/2"
21Y2"x 385e"
Single Hung
ZONE 4
4.
3'-1* x 5'-3%"
38' x 63'/4"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per
elevations.
ALL windows to withstand
pressures in permit info box
on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturer a specs
prior to construction
Door Schedule
Mark
Size
Rough Opening_
Door Description
PRESSURE ZONE
A
9'-O' X 1'-0'
loan x 84'
Overhead Garage Door
ZONE 4
B
V-O' X L'-sn
41"A' x 83N"
Inibarglaws Penal - Intoning
ZONE 4
C
L'-OM X V-8'
14' x 81 12" ,.bd
Sliding Glass Door
ZONE 4
D
2'-0' X V-8"
Solid Core - Wood
- 6-Panel-St-Fold
Finulied 24' x 81 i2"
E
2'-L" X V-8'
Solid Care - Wood
- L-Panel
F
5'-0' X 6'-8'
Solid Core - Wood
- 6-11manel - Br-Foh!
G
2'-en x L'-so x I
Sabd Core Wood. Steil or Masorrte Door
H
V-8' X V-en
Solid Core - Wood
- L-Panel
T-6' X L'-So
Solid Core - Woad
- 6-Penal - BrFand
ALL Exterior doors to withstand pressures stated
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturer s specs prior to construction
in permit info
AND SHALL
ON SHEET #1
Simpson HETA 20 or equal
hurricane anchor et each truss 12 Masonry Beam
with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES In x 6" P.T. Buck Walled to
( 24' ox.) suppporting Max 4 �- at 24"o.c. TYPICAL block with case hardened nails
18101ba. up i't (shop drawings by manufacturer) prior to door attachment
Aluminum Drip - '-� R-30 blown fiberglass
Edge t Fascia in bottom chord or trusses
I/20 drywall with smooth finish
2' x L" Sub -Fascia Two rows of beam block filled with concrete
and (U #5 bar coat. in each row. Substitute
Kayean full o vent vimgI *atht installed precast lintel filled with concrete and (U #5
usri 1/8' the shank x 1.5° long gale. bar cunt. for bottom row over opening&
roofing male with 3/8' din. head per
product approval -see chart sheet s1 1/2" drywall over i" x furringg
strips at IL" o.c. with R4.1 PI -foil _
insulation on typical an Block walls
5/8" thick light textured = All drywall to be installed per FBC R102.3.1
stucco on typical concrete i and shall meet all pertaining ASTM codes,
block construction ro Mortar to be Type "M" only proportioned per FBC RLO7.1 -
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
30" overlap Fill cell with concrete and
#5 bar veil. w/
at each filled cell (U #5 bar veil. (tye.
ax spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade
. 4 IIII
--- - " "
14 x 14 Concrete footing
with (2) #5 bars Cont. and #5
TYPICALSECTION transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Attach buck to block mall with
1/4' dia. Elco cone scree* with on.
1 1/4" penetration at 12' o.c. max
and 4' max from each corner thru
d n P
two 2' x V T Buck
aria
88 Wood straws tin jamb sits buck
at each attachment We andd IS* &c. am end
Detail at Door pnor to door
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB. HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Install endows thru buck into
block with 3/IL' tap -eon with
1 1/2' prnetrati m at L' o.c. max
fcw each comer and 20.' &a. sax
chair br at M and 20' o.e. max.
Exterior face at head end will per product approval
of mall 5wdk to be r x 4' PT
vane"
I'x4' P.T. Buck nailed to
Detail a t Windows rick wmh toes hardened nails
prior to window attachment
NTS
Verifg attachment
hole location with GC
Install SGD thru buck into prior to fabrication /
block with 3/I6" tap -con with 3/8' thick L„
1 1/2" penetration at 6' o.c. max steel bracket
/from each corner and 20." o.c. max �[
thereafter at head per product approval
3"
Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL
1 1/2' penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
i• x L' P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
p35'-O"
15'-3"
8'-IOY2" I
8'-IOY2"lie I
Y2" ,'-i Y2„
2
III.Ill.p0.I I I IL° o o
e o N
kblock
2JI.II
1
°
EGRESS ° 12" x 12" Concrete column
K
filled with concrete and
13'-111, p (2) #1 bars vert. tied Into
lintels above
Filled cell under
° r girder above PORCH
°
WIRE LA
UNGTUCCO 0
C IE
19'-91, a
° 3' q„ 16'-0"
MASTER
BEDROOM O
-
- vim
a
ti
o o v o o ° e
e
"
m
w
-
� p�
8'-O" A.F.F.
E
Flat Ceding
I
a
I
I
Yenitg to be O
O
4 Y2"high 1
e
8'-O" to 9'-8" A F F
H.B.
v-
I
L'-4"
176
i
■'
s
MI
NE
M
Rod t Shelr .T Vaulted Ceiling
4' 7 -3- - -1
J �� GREATS ROOM
N
�LOS T I- I
Rod t Shelf 1 r
37 o - it
® 42"
9'-5°in
5'-3" z 1
LAUNDRY 1
to 9'-8" A.F.F
Vaulted Ceiling
HO i DINING
�vanitg to be
34Y2'high 1) ROOM
T counter tops to 13/8' thick steel
5,-3„ 11 v overhang wall 1.5 . 1 counter top supports
in
cn
SECOND
(I)BEDROOM
8'-O" A.F.F.
Flat Ceiling r F
i
r
a,n
i
THIRD
BEDROOM
r
8'-0' A.F.F. cc1
Flat Ceiling
<r
it N
O �
in
° R-11 Matta iirisnm Provide auto
150 Amp closer
Panel
r- - - - - - - - - - - - - - - - -
� I I
GOLF CART'
°ry
GARAGE
io
I I
tops to
I wall 1.5"
- _ IOD
it
+41" high wall i OW
1 ° °
I
KITCHEN
I
8'-0" to 9'-e" A.F.F.__
c
VaultCeiling m
O
id
Upper cabinet& to iF
-
extend over Ref. I
MICRO
Rep. NON-v
-
NT
I
1}"
n Sir CLEAR
OPENmi4 L
m -7777,7-
/� R-n set. Inriauon
Provide auto L/
2
`*
WH•
c over
4 v Steel Ballard
See detail on this
sheet
W
OFist
01
r
1
Q
AxA5•
I
I on4as,
�
J
-- - - -
J11,8`0"
Flat Ceiling
In
'
GARAG
of
Block wall in O
°
MT °
°
/garage to be
struck block r+
EMERGENCY
EGRESS
r-------------•---�
I
1
I
I
0
-
I
I
I
I
I
I
I
I
��■C L7■UC����❑o■0 _- _ Lod■00'
e e
I
- n
Masonry Wall
I vz.
Bottom Track Flooring
Sill Install SGD thru buck
into
S I1 d i n g D o o r
block with 3/I6" tap -con with
I penetration at 6" max
Detail
fromom each corner and 20.." o.c. max
thereafter at Jambs per product approvaljamb
At Masonry Wall
NTS
Braden t
Braden AIAm PA
Wynne
gurldrng Corp.
Architects - Planners
S.E. Coconut Avenue
THE
W! N D S O R
RIBTelel
(112) 281-8258
�I
�✓
Fax
: (112) 2 81-8283
S anish Lakes
E-marl:
bradenara comcast. net
g Lucie
Count Florida
A*,k.r* 1=1
9.stctgL se®rnnnna0
a
QU
u�
Nb
IL
H.B.
CODE
ST. LI
O
Square Footage Breakdown
Total A/C Space =
1.153
sq. ft.
Covered Porch Total =
212
sq. ft.
Garage =
459
sq. ft.
Total Cubic Ft = 14,024
Under Roof Total =
2,484 sq. ft.
Date Drawn :
Revisions :
Sheet
Comm
REAR
3-28-18
5-23-18
Garage floor slope and
smoke detector revision
PORCH
Drawn bg:
2.
15-159B
RIGHT
C.C.U.
Checked bg:
impact
of
I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 6 MIL. ViSQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
7, GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATiON fi`LAN
8. SLOPE ALL PORCH SLABS. COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
II, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER iN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
i. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from (.'-O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for, any other condition used. Foundation walls
shall have filled cells at 24'o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
SCALE: 114" = I'—O"
FOOTING
SCHEDULE
Mark
Brae
Description
I
14"W
x 14"0
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 146D
MONOLITHIC FOOTING
- 4"
STEP DETAIL ON THIS SHEET
30"
x 30" x IL"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
e"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®140W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 tt5 BARS CONTINUOUS - CURB a O'-O"
L
12"W
X 18"D
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
30" overlap ECT ONS AL with concrete and 4" concrete slab with fibermesh OR
at each filled cell one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
ZI
I�Illlli�
14"w x 14"d concrete monolithic
'Footing with (2) #5 bars Cont.
14"
F I / TYPICAL FOOTING DETAIL
4" concrete slab with fibermesh OR
611xd" #10/10 WWM on 10 mill Vrsqueen over
clean compacted termite treated fill
#5 bar cont.
:a
,r
10" (2) #5 bars cost. bottom steel
12"
DETAIL AT 6" GARAGE STEPDOWN
scALP 1/2" = 1'-e)"
12' x 12' concrete column
block filled with concrete
and (2) a9 bars vert. tied
into lintela above
Top of footer
IL" below finished floor_
Verify house slab
height in field
V'
SCALE 1/2" = 1'-0"
45 bar Vert. w/
30' overlap
at each filled call SEE TYPICAL
ECTIONS
Ad,lust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope Vxb" #10/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
O'-O" ® F.F.
Grade
E a —
"II I III —Ili 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
x.,
I„
�30 x30,I xl6„ concrete
- column footing with (4)
#5 bars each way
SCALE 1/2" = 1'-011
E CURB DETAIL
4" concrete slab with fibermesh OR
688x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
101, (2) #5 bars cant. bottom steel
12"
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x 6" PT wood secured with \
3/8"dia. x V anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED J�'1' CJ
IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
4+5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
• S• r r
sv t
Double Filled Cell Column Single Filled Cell Column
NTS NTS
0
I
r
O
i
o-
I 3512' x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied
Into lintels above
8'-10)2° I
Io'-off
d) N\: I-
Loil I I IUIA1 I I I I I I I o 0 0
---------- i — L_J® L*
FI I O Filled cell under
24" ° r girder above
I©j I J Rear Porch Slab to O -
I r be poured separately 1 lu I
r�l ° from House Slab. O_ O
N till
Thicken footing to
° I 24"w x 14"d x 24"L I
under filled cell °
under girder bearing. I ° ° .,
L _ 9
s
m rI Fi Rear Patio/Slab to FI 1
be flush with bottom of
sliding door recess.
Slope I" I °
°
I'
1
t-
° 1 a F-
_� I
A IC
4" concrete slab with fibermesh OR °
6"x(V 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
I
WP
o I°
DRYER ASHER
I�
II I
I
r-
I
° It-
I
I`
I
r-
FI
I
I I
I I°
DW I I
I I°
F 4" concrete slab with fibermesh OR I
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
MICROWAVE
RlP. NON—VlNT I
Ea' CLlAR °
OPENING 1117
O O I
I I 4"a Steel Ballard °
Sot detail on this sheet
I
F1#_ )U11
I 1:N l I I
IL
I I I© W
I II a I
FI I I J F5
L— F6------ r — — —— — 4 to I °
two
— ---®—
N of I
I O �I4 step I I °
LU I i�
�-
i
13'-O ® I 13'-O"
I — — o
6,_4„
° ° ° 1.5" Recess for ° O ° — — a ° O O 1.5" Recess for ° 00
arage Door (tjr Uarage Uoor
T-8" 91-0„ 21_131, C-411 2'-8„ 91-01, 2,-8„
Braden t Braden AIAt PA Wgnrle Suildincl Corp.
Architects - Planners
TelS.E. Coconut Avenue THE I I I j j�� D S O R
Tel (112) 281-8258 w I ' `� +-� �✓
Fax : (1-12) 2 ®7-8283 5pankh Lakes
E-marl: bradenara comcast. net Si. Lucie Count Florida
Atnoirr 1=1 'AAggL itAAr`nnnn'A)
Ulu
QU
n�
cNc
z
H.B.
N
0
i
6
REVIEWED F<
CODE COMPLY
ST. LUCIE C U
Date Drawn : Revisions :
REAR 3-28-18 5-23-I8 Garage floor slope and
Drawn bg: smoke detector revision
PORCH C.C.U.
RIGHT Checked bg:
D.R.B.
FILE
Sheet Comm #
31 15-159B
impact
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
B. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws basqrd on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Ede
Field
Fastener
Pressure
Zone 1
411
6 to8d
ring shank
45 psf
Zone 2
4 of4"
8d ring shank
16 par
Zone 3
1 of
I It8d
ring shank
84 psf
** Zone 3a
L"
L"
#8 wood screw
112.5 psf
** Use nails or s4rews based on pres ure for roof stated
in permit info box on these plans ?or zone 3
Concrete
/ Lintel
Column
Verify with Plan
Rebar
to Lintel
C
Provide #5 bare with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel. X�_
Provide Cast -Crete
SUS-OB/OT precast -- - - - -
hntal set in mortar
Min. e' Bearing -- -- ---
"x 12"
nn Block
Rebdr
48 Bar Dia.
Min. Overlap
AttaChment
BEAM SCHEDULE
Mark Size and Descripition
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vert. bar over top bar with
#5 90e bend bar with a 10' min. lap at top bar.
O O l-
FLAN
Provide #5 bar set in pre -cast
lintel into beam where length of
Scale : 1/2" = i'-o"
the opening calls for it.
— Overhangs
at 1'-0"
unless
otherwise noted on this sheet
— Roof pitch
at 4:12 unless
otherwise noted on this sheet
_
— Truss shop
drawings
to be
provided by manufacturer
T�
— Any changes to this
plan
shall be submitted to the
ovide PT Buck
.ached par Jamb
cola into filled a
4" Pre -cast
Sill
architect for approval in writing prior to starting construction.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Peered Filled Cell Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
" . Provide #5 bars with min. 48 bar
1.
i i) iandl overlap in filled cell. Tie
I illecell steel into continuous
Pooter steal.
cV
•1 �i '' E ,I,i Q
' I Concrete Footing W
(see footer schedule
far exact lazes)
DETAIL AT WINDOW OPENING iN
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
N 2 4" k v to veil leg of
a
om nimb Pod x L5 role at 4' ac.
� X
w�e�
2 �
�
thnaddeedTrod rru 12'
rato wet beam and (22) IOd nails alto truce
'ic
INU c
w�
�w na-
ga
W bga
a�
Q
TRUSS BLOCKING DETAIL
U
do °
W
AT GIRDER STRAPPING
aar �
EC: —
AT CENTER BEARING POINT
`�" N
NTS i
1/8" thick light textured stucco installed per
ASTM C 921 over ASTM D type 2 pa er backed
wire lath nailed to substrate through one lager of
ASTM D Tgpe 2 Pelt paper using Sd nails. Substrate
to be 19/32" CDX Plywood nailed at L' o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12
24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced to" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Additional recast Lintel 5 bs Lintel Bar Clear "Ali uBn
aar
Length Length Span Bars Bars
_:- <: r l CLEAR 9 9 p
2'-10" 2'-8" I'-4" 2,43 none
3'-4" 3'-4" 2'-2" 2,43 none
SPS-OBAT SP8-1115/1T SIS-I15/2T
Additional 4'-O" 3'-10" 2'-8" 2,43 none
#5 bars CLEAN.',
, ,., 4'_C 4'-4" 3'-2" 2,#3 none
;.: no Row of 'N" y, .
Block Above ;•ti, -":� 5'-4" 5'-2" 4'-0" 2,43 none
none
r Precast Lintel r '•:. R ' 1
2,44 none
r Addition " r
a5 bars `r
7'-O" 4'-2" 2,45 none
8FK-w3/IT BFIL-18/2T 8'-4"' �'-10" �'-O" 2,#5 none
NOTES:
I. min. coverage of steel=1.5'
2. min. bearing required a ea. end-S" ALL reinforcing steel is grade 40.
a. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
ndor
Illior
off
1
Csst-Crete
f Above
BottomSine
Mark
UnitW
4
Steal
am)
pip)
dt
L22
2'-2'
V-V
�88-OB/IT
1
26
3069
Sig
1024
L31
_e•"
4'-0'
OP8-00/IT
1
85
2661
1363
its
:
L45
4'-V
5'-10'
ffFe-OB/IT
1
s5
IIOS
109
331
L50
6'-00
V-6'
GP8-06/IT
I
s6
r23a
836
121
L60
i'-Se
1'-V
8118-08/IT
I
s5
IOw
121
534
LSO
V-O'
Y-4'
81a8-lB/2T
1
89
2
85
152
511
912
L10
1'-0'
10'-(,'
8PS-18/7T
1
$5
2
s5
643
530
401
L1O8
9'-0"
10'-i'
815I6-18/2T
ONE
1
85
2
s6
"a
1183
401
11.I00
10'-0"
II'-4'
1111"8-115/ZT
1
IS
2
si
592
494
462
1.10015
10'-0'
1 II'-4'
8P16-ID/2T
ONE
1
85 1
2
$6
r36i
1028
452
L120
17-00
13'-40
8PS-18/2T
1
si
2
86
411
428
324
L1200
12'-�O/�"
IV-4'
$P1i-18/2T
ONE
1
$5
2
si
1016
-no
324
LI40
W-08
B'-4"
SPIL-18/2T
ONE
I
IS
2
s5
1250
L01
254
LWO
IL'-04
11'-4'
OPS-IB/ZT
1
85
Z
$9
300
M2
1`14
LILOB
IL'-O'
11'-49 1
SPIL-18/2T
ONE r-I
l
$5
2
$5
160
600
194
—
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurric ne anchor at each trues
with (i0) IOd x 11/2' nails -
( 24' lac.) supportrng Max.
18101bs. uplift
Aluminum Drip
Edge t Fascia
12"
2" x V Sub-Faaci
Kagcan full at vent vinyl soffit installed
wan 1/8' die shank x 1.5' long gaiv.
rzung nails with 3/8' 6a. head per
product approval — see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) al bars wart. tie
into lintels above
thicken edge to 8'x8'
with concrete and
one #5 bar continuous
BEYOND
Top o Pooter
IL" be ow finished floor
ee B
12
4
on
into
Aluminum Drip -
Edge it
Fascia
Flash and Counter
Plash
Nail ledger to
gable and truss
with (2) IOd " �As
at each web
membsn
3/Y penetratwn
5/8" thick light textured
stucco on tropical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door race".
Step
per
foundation
plan —
Slope
per
foundation
plan
Brace Gable end
with 2' x 4' SYP #2
Slit back nailed to bottom
of top chords using (2) IOi
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
e 2.4"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown fiberglass
in bottom chord or trusses
I/2' drwwall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar cost. in each row. Substitute
precast lintel filled with concrete and (l) #5
bar cost. for bottom row over openings
1/2" drgwall over IN x furring
--strips at IL" o.c. with R4.1 pi -foil
insulation on tropical 8" Block walls
All drgwall to be installed per FBC R-102.3.1
and shall meet all pertaining ASTM codes.
io Mortar to be Type "M" onlgg propportioned __Der FBC R601.1
and Mortar joints shall comply wifh FBC Lo1.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(l) #5 bar vert. (typical).
ax. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VA." #10/10 WWM on L mil Visqueen over
/ clean compacted termite treated Pill
1=1 -
at Front Fort
Scale : 1/2" = 1'-0"
LV
W
Simpson HETA 20
Strap truss to wall
using Simpson MGT wit
hurricane anchor at each truss
5/8 dia.
into beam
threaded rod with min 12" embec
either wet set or in epoxg with
( 24" O.C.) supporting
1810 lbs. uplift
Max.
HETA
20
(22) IOd
/truss leg
nails into
per detail
truss. Add blocking to
on this sheet
'PAM
Arm
PAN FA
WE WA001
MWE
11
VA
M
IPA
1=0 will MA
I
IN
IMA
E
Malawi 0
EWA
�A NO WA 01 VAA WA A
WE WA A, WA VAA
0
PA
W,
I
I
FA
VA
I!
Gulf Coast Supplil. and MFG 5v Crimp Metal rzz
2f go. 5v crimp metal roofing attached to plillwo,
iu�.Td screws astir "Of seAh7a wamier at _t2"_b_Z:_r
a
FAM
ENO
tt BI
AN
HETA 20
Slmpsan HETA 20 provide for putter
Provide downspout hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
HETA 20
IQ
REVIEWED FOH
W ODE COMPLIANCE
ST. LUCIE COUNTY'
BOCC
1-2-19
Opt. PATIO/SLAB
PANEL
"A"
Pala
DR
Load
Wre
Downptan
MCI
mcsI
Deaanpaan
Wire
Lead
DR
Poles
1
20
1.2 its
812
Rerngerater
I
Rangy
#L
12.0 Its
60
2
1
20
1.2 its
812
Ciothea Washer
3
1
20
L6 km
912
Kitchen S.A.C.
6
6
Dr er
#10
6.0 km
30
2
1
20
1.6 kw
#12
Kitchen S.A.C.
I
e
1
20
-
$12
Sathream Recepta
9
10
Ar CarAmintor
#10
6.0 Its
30
2
1
20
1.2 ks
812
Diali.aaler
11
12
1
20
1.2 ke
$12
Micraseve
13
14
1 Ar Wandler
810
5.0 its
30
2
1
15
-
#14
General Wightmg
16
It.
li
-
#14
General Lighting
11
16
WH
#10
9.0 ks
26
2
1
is
-
#14
General Lighting
19
20
I
I6
-
614
General Lighting
21
22
GDO
812
0.81 KC
20
1
1
16
-
#14
General Lighting
23
24
$We
Spare
25
26
Spare
Span
1 21
1 28
1 Spore
Span
1 29
1 30
1 Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
city.
I Watts
Total(Watts)
small, Applmnee, Cireuit(s>
Rangq ..........
Refrigerator ...................................
..,...............................
Dish Washer
......................................................
.4r>yI....................
CCMillcoorttohhweoa•sv,. wDe
.Water, Heater ...............................................
Garage,Door,Opener......... ..............................
1135
3
saos
2
1,500
3.000
1
12.000
12,000
1
1200
1 00
1
ISOO
00
I
1.200
00
1
1200
1200
I
5000I
5000
I
4,500
4,500
I
810
810
Total Watts
35.L13
First 10000 Watts e100%
1
10.000
10,000
Remainder 25AI5 940%
1
O
10.24E
Electric Heat or A/C 10.000 065%
1
10.000
10,000
Calculated Load
Watts
30.24E
Voltage
240
Calculated Wattage Divided by Voltage= Total Amp 126.02
Ida nei _"!L& Required a 150 Am s
Electrical S mbol LP,c
S
Single Pole Bench
®
Recessed Can Light
Ss
Double Pde Stitch
®
Eyeball Recessed
e
Push Button Switch
.St
Exhaust Fan
Duplex Outlet
Calling Mounted Light
-®
Sp"al Receptacle
♦
Wall "via" Light
aterpr !n fault arcwt
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connecuon Jack
®
Carbon Monoxide Detector
Flood Light
T
Thermostat
Electrical Panel
m
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
Telephone Jack
a oeo
A/C Disconnect
I x 4 Plareseent Light
®
12 x 4 Florescent Light
®
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
ELECTRIC NOTES:
I. Use copper wire only from panel to devices
2. Provide and wire all required smoke t Carbon
Monoxide detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL bath and kitchen receptacles to be GFCI protected.
5. ALL exterior outlets to be WP/GFCI protected.
L. Recessed cans to be Installed per NFPA requirements.
1. Tamper resistant AFC( receptacles are required in
ALL rooms.
8. A/C Return Air Balance Must comp) w/ FBC RMIL02
9. AEG Refri lines that are run thru slabs must be
sleeved r t In
10. ALL A/C (Equipment shall comply with energy calculation
II. All Work shall be performed by a licensed electrical
contractor, the coin I4Itad stem shall be full operative.
12. Contractor shall pay for all cars, permits, testing, and
ZIP
including blower testing where required.
13. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
14. All required insurance shall be provided for protection
against the public liability and property damage for the
124 CPM
IOxlOx6
MASTER'
BEDROOM
124 CPM
IOWOx4
J
B/A
IiB2/AO
�J 141 CPM
1OxlOx1
PORCH
14'1 CPM
IOx1Ox1
9 CFM I '
I I
REATI ROOM
LOSET I
8 o I
sF crm - - -
- DRYER ASHER
I
LAUNDRY
Lax4X4 I 141 CPM
12' IOful
o I
IL CPM I
DINING
8x4x4 ROOM
12x12x8 rJ-, I
B/A `L
° 1 DW
Ill CPM
12xAx1
SECOND
BEDROOM
MECHANICAL LAYOUT
SCALE: 1/4" = 1'-0"
nI
ova
140 KITCHEN
20x2O
i R7pA1 T MCLFiAltelp�%L -
Ox6 I
MICROWAVE
NON -VENT i
i12xl2xS -1
THIRD 4"* Steel Ballard
BEDROOM See detail on this �t
with light
oilIGARAGE
150 Amp
Panel
r GO ----- �- - T 1 r -----------------
GARAGE
1 I I I
1 I I I
I I I I
I I I I
I I I 1
I
15.
Contractor shall guarantee all materials and workmanship
20.
All equipment and panel sizes shall be
verified before
free of defects for a period of not less than two years from
ordering. The contractor shall provide
circuit routings to
the date of acceptance or certificate of occupancy, or one
suit the conditions.
year from closing sole of house.
,lob
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as called
for on the plans
charge and shall include replacements or repair of any
or as selected by others.
other phase of Installation that mag have been damaged.
IL.
It is not the intent of these plans to show every minor detail
22•
All racewags and pipes placed in or through ang concrete
of construction. The contractor shall furnish and install
slab &hall be spaced a minimum of three diameters of the
all items for a complete electrical agatem and provide all
largest conduit or pipe from ang other
service.
the requirements necessary for the equipment to be placed in
proper working order.
23.
All a ose�l wire below 9'-I" shall be
xP
Installed 1n metal EMT
11.
All work shall be done in accordance with the N.E.C. and
conduct.
shall comply with all local codes and ordinances, and shall
local
24.
Dryer Vents to be installed per
most all standard requirements of the electric utility
FBC RMI502
and telephone company.
18.
The electrical system shall be completely and effectively
0
19.
grounded as required bg the latest edition of the N.E.G.
All material shall be new and shall bear underwriters'
labels where applicable.'
on It
Braden AIAe PA
Architects - Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiaecomcast.net
3 TON
SEE MANUAL
'Ja and Energy
Calculation
for Um into
Install oulet
under disc, -
not shown for
clarity
MASTER
BEDROOM
A#/I C
,' PORCH \
WP GFCI \
-- I Q u
I �
I
I
I
I
I
GREAT ROOM
I
®I
/I
/ I �
/ I
' I
DINING
ROOM
I �
ai)
I \\
I
I �.
Fcl � �AI
� I l
GFCI
e-i 1 i I
C.M. Detector
on[ per FBC
R314.3 tT�HEi 1
I ® ��p�p�
j RE# /� NON_V&vI! / d
$M CLlAR O CI
% ENING J
- t - GFCIIt GFCI
/ FCI
- � 4"ilt Steel Selland Ne
Sae detail on this sheet
F 40 i $
r_x
�6
-_,
- Access
.LJI i -
aOATPANEL
CION
Q S i
0 FCI // _L \` G A R A G E
Z GFCI
�\
150 Amp \
Panel GFCI \ \ \ ` GFCI
r--------®- v / r--------------i
Garage �` / Garage
Door I �uw / I Door
1 Opener 1 a 1 Opener 1
GOLF CART,
.91 GARAGE
GFQ I I GFCI to galrage lights I I
ELECTRICAL FLAN -----,
Post Light with
SCALE: 1/-4 = 1'-0" Photo Cell
Center Post Light
DRYER A
LAUNDRY
IL hm
�T
SECOND
BEDROOM/ I
r
/ 1
THIRD
BEDROOI,'I---
r
Attic Ventina Calculations
Total Attic Space = 2101 sq. ft.
Venting Ratio 1/150 = 18.00 sq. ft, required
Provide A Continuous Vented Soffit M
Wynne Building Corp.
S anish Lakes
S . Lucie Countg Florida
between dnvewags
REVIE
CODE Mrg
ST. LUCIE CO"
1301"
FILE COPY
it
Wire For
Front Post
Light
r Date Drawn Revisions Sheep. �1_7mn
k'
3-28-18 5-23-I8 Garage floor slope and
kREAR
Drawn bg: smoke detector revision
PORCH -I 16-1598
RIGHT Checked bg: Impact
D.R.B. e)F 6