HomeMy WebLinkAboutBuilding PlansGulf Coast Suppig and MPG 5v Crimp Metal roofing FL 411651.12
U ga. 5v cramp 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
(tiI 2) 30 lb felt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
s aced L" o.c. at all lapps and two staggered rows 12" o.c. in field. Attach
�.L "w "..... �...... .Y+.A.—O .i.t l ... ♦L.. .L--+
5/8" thick cut coral coral finished stucco bands
finished stucco bands RIGHT ELEVATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal roofing attached to plywood deck using u9 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" and
I" 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
12
4 1 SLOPE.
M.
=L=YATIC?>Kl >\IOT=s
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 a. 5v crimp metal roofing attached to plywood deck using u9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V ox. at all laps and two stagggered rows 12" o.c. in field. Attach
deck to trusses usina attachment detal on this sheet
/8" thick x 8"W cut
)ral finished stucco bands
• , v � "" � Wl ul 5L-ucc0 On i.ifPlcai cOrici-CLC
finished stucco bands block construction
REAR ELEVATION
Overhangs at I'-O" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
Any changes to this plan shall be submitted to the architect
for approval In writing prior to starting construction.
Return ALL Stucco Bands Into Window or Door.
12„
�" ■ 5/8" thick x 8"w cut ®.
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
block construction
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
LEFT ELEVATION
SCALE: V4" - 1'-0"
12
4 1 SLOPE
SCALE: 1/4' - 1'—O"
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal roofing attached to pigwood deck using a9 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 V and
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
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32' CDX Plgwood nailed at V o.c.
in field and edges with 10d ring shank galvanized
nails into truss webbing.
2"
K 5/8" thick x 8"w cut ® ® ® ® �
coral finished stucco bands ❑ �. LJ
®®� ®
Si thick x 8"w / 5 cut
coreI finished stucco bands
JOT
Garage Finis ad FI or
—0'-4" A.F.F. 5/8" thick light textured Finish Columns with
it
00,10tiokaw stucco on typical concrete finished /8thick cut coral bands
block construction
FRONT ELEVATION
SCALE: 1/4' = 11
2" x 4" top plate 1I ' 1/2" drgwall ceiling on truss bottom cord
I/2" drywall on
" x 4" studs at 14" o.c.
base —board 11 11 i 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on L and Visqueen over
clean compacted termite treated fill
Interior Non-Bearina Partition
Braden ill
Braden AIA,
Architects
- Planners
"411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
nts
PA Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
Florida Balding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Catego_ryy� II Wind Velocity: I68 mph ultimate
Mean Roof Height- IIRod Pitchsy12
Internal Pressure Coefficient. to_ia
Subjectabilitg to damage from: Weathering: Negbaible Termites: Vera Heave
Width of Rod End Zone: V-4' Wind Speed: IL6 mph ultimate
Wind Exposure Classification: C 1.21 x O.L O.'12L
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LLi DL+O.LWL. O.LDL+O.LWL
Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-33 6 paf
Roof Zone: 2. +20.i/-5�0 pot
Rod Zone: 3. +20.L/-84.0 paf
Components t Cladding Wall End Zone Width:'— '
Components t Cladding Wind Pressure (NET) hfl Bones 4. +35.8/-38.1 paf
Wall Zone: S. +35.8/-41.8 Pat
Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pot
Shear Walls Considered for Structure? yes
Continuous Load Path Provided? YYam�ss
Are Components an Cladding Dew Provided? Yes
Minimum Sal Bearing Pressure:2S00 cal. Presuaptive: X Ba Test: psi
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pal
FLOOR LIVE LOAD: _ff_ pet FLOOR DEAD LOAD: 10 paf
JOB ADDRESS: Vim) �
GARAGE
LEFT
Date Drawn
3-26-20
Drawn bg:
C.C.U.
Checked by:
D.R.B.
WIN
vODE COMPLIANC
- Roof Zone I
Wells Zone 4
;Roof Zone 2
Walla Zone 5
END ZONE
- - Corner Zama
Roof Zone 3
Sheet Comm 8
12-2�
B
OF 5
FLOOR PLAN
TYPICAL NOTES: SCALE 1/4" = I'-O"
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
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
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
w•H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FB
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per
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
materials exposed on the underside of the roof deck or on the attic walls shall comply
With F.B.C. R316 - see permit info box of code edition
18. G ppsum board material shall conform to ASTM C34, C19, C475, C514, C630, C931
C960, C1002, C1041,Cll11, C1178, C12-18, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. apaeing
of fasteners
Nail azin tions for
g °p
drywall into
Spacing
installation of
Maximum
Nade
Screws
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
i"
12"
13ga 1 3/80 long with 19/64" head
0.096" diameter x 1 1/4" Ion gg
/2
annular -ringed or 5d cooler nm1
OR
0.080" dia. xx 1 5/8" long with
WallsEither
IL"
8"
IL"
Direction
15/L4" head
OR
Gsum board nail 0.084' dia.
x 1yp5/8° with 9/32" head.
Ceiling
Perpendicular
24"
13ga 1 5/8" long with 19/44' head
0.098' diameter x 1 3/8" long
annular -ringed or Ld coder nail
0.092' dia. xR 1 1/8" long with
Walls
Either
IL"
8"
IL"
Direction
1/4' head
OR
Gypsum board nail 0.0915' dia.
x 1 1/8" with 19/44" head.
CRASH POST DETAIL
N.T.S.
36" high bg 4" diameter
steel crash post. Floor
Flange with 4 - 3/8"
expansion bolts into
slab (3/8"t 50 ksi steel plate)
(V
�2.
0
O
:2
E) 2'14"
O 0
C R302.9.1
FBC R302.9.2
I' x 6" P.T. Buck nailed to Masonry Beam
block with case hardened nails /
prior to door attachment
Install SGD thru buck into
block with 3/I0 tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3/I4" tap -con with
11/2' penetration at 6" o.c. max.
from each corner and 20' o.c. max
thereafter at sill per product apRrc
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A13-1.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C11�8 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile 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 accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Grade
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood neck using >R9 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' and
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
Simpson HETA 20 or equal
hurricane anchor at each trues 12
with (10) IOd x 11/2' nails PRE-ENGINEERED TRUSSES
( 24" c.c.) supporting Max. 4 1- at 24°o.c. TYPICAL
18101bs up iPt (h d aw b a fat )
Aluminum Drip ---�'�
Edge t Faaeia
2" x 6" Sub -Fascia
Kagcsn full o vent vinyl soffit i
uwV 1/0' dia shank x 1.5' tong
roofing nails with 3/8` dia. head
produce approval -see chart si
5/8" thick light textured
stucco on typical concrete
block construction
u5 bar Vert. w/
30" overlap
at each filled cal---1'
=1� ALZIII
� III
#1
TYPICAL SE
a op r inga y m nu curer
V-
k\R-30 blown fiberglass
in bottom chord or trusses
I/2" drywall with smooth finish
Two rows or beam block filled with concrete
end (l) #5 bar cont. 1n each row. Substitute
precast lintel filled with concrete and (l) #5
bar cont. for bottom row over openings
1/2" dr wall over I" x furringg
stripe a� 16' o.c. with R4.1 Fi-roil
Insu�atlon On typical 8" Block walla
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
ro Mortar to be Type "M" only proortioned per FBC R601.1
and Mortar Jonts shall comply wlth FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...>
Fill cell with concrete and
(I) #5 bar Vert. (typical).
Max. spacing shall not exceed
Wood 48' unless otherwise noted
see foundation plan notes for
L
spacing at openings
4" concrete slab with fibermesh OR
6"x6' #10/10 WWM on 6 and Vlequeen over
clean compacted termite treated fill
__.. 14" w x 18 Concrete !i rootingIII
with (2) a5 bars cont. and #5
transverse bars at 48" o.c.
TiON
cale : 1/2" = V-
Head
fixed door
sliding door
AREA
CALCULATIONS
Living A/C
= 1446 sq,
ft.
Front Porch
= 141 sq.
ft.
Rear Porch
= 200 sq.
ft.
Garage
= 321 sq.
ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11e568
2' YTR
2 12° 19AS1
Ti
v-1
1 uV-i 2"
I"
wK-1 2"
wc-1 2"
2" LAUNDRY 2" 3" 2" 7nov 28 VTR
3" aT-1 3" 8-1
2 KTICHEN 2" l
2" uav-1
3"
PLUMBING RISER
IC-1 BATH 82
To Septic
I" x L' P.T. Buck nailed to I O
block with case hardened nails 1
prior to door attachment
--'
Masonry WellL-
all
I
/2"
r<
Bottom Track
Typical Flooring
Sill
Install SGD thru buck into
block with 3/14" tap -con with
Sliding
DoorL.J
�°''�
G t a l l
1 1/2" penetration at V o.c. max.
from each corner and 20." o.c.
max
thereafter at Jambs per product
approval Jamb
At Masonry Wall
NTS
Window Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-54,X 5'-3ie'
54Yd'x 63i4'
Single Hung
ZONE 4
2•
6'-2 Y."x 5'-3 i."
15' x 63 V*"
Single Hung
ZONE 4
3.
'-2" x 3'-2 1/2"
21 Y2"x 38 V
Single Hung
ZONE 4
4.
4'-5%a"x 4'-2%" 1
54Y.°x 54Y.°
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 manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-On X 1'-0"
108" x 84'
Overhead Garage Door
ZONE 4
B
3'-0" X V-8"
41 i/4'x 83%"
Fiberglass Panel - Insuang
ZONE 4
C
6'-0" X 1.'-8'
14" x 81 '/,' M=ss
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8'
Solid Core - Wood - 6-Panel -Bi-Fold Finished
24' x 81 i2"
E
2'-6" X L'-8'
Solid Core - Wood - 6-Panel
F
'-On X 6'-e"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %4'
Solid Core Wood. Steel, or Masonite Door
H
2'-e' X 6'-e'
Solid Core - Wood - 6-Panel
J
2'-6" X 6'-8'
Solid Core - Wood - L-Panel - Bi-Fold
K
2'-8" X V-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
Braden It
Br
Architects
'411
S.E.
Tel :
(112
Fax :
(112
E-mail:
brad
EGRESS
oa
MASTER
BEDROOM
uq 8'-0" A.F.F.
mod) Flat Ceding
A/C
Meter
L�J
Rod E'SheIP
-O" 6' 4„
✓anitg to 6e I I N
H V' hig I
�CLO E I$
I lK
-v
OPTIONAL
PATIO/SLAB
12" x 12" Concrete column /
block Pilled with concrete and
(2) u1 bars Vert. tied into
lintels above
Covered Porch
8'-O" tol9'-8" A.F.F.
IMP Vault Ceding
CAR IAT
ROOM
I
I
19'-8"
I
I
I
x 6" knee -wall 8' O" to 9'-8" A.F.F.
j counter top I Vaulted Ceding
DINING
Rod t lShelf - I m he F: I ROOM
4
OATH ° I Vanity to be
l 34 Y2"high
(414) 9Y4" ll,_0 3i,"
High Well
KiTCHE 3' I, oT
_�2„ ,m
i 0 Jill8'-O" A.F.F. - - Over -hang -
O I
Flat Ceiling
C-O 10'
Upper cabinets to 31
ext rid aver R6P.
" R-a beta IneeetiSn
0 Stee( Ballard
W.H.
ee
detail oA il�ehagl
$1e 64'
I -ill
.81
M
Provide auto
x
AehAaeew
3 p
I
closer
1 W_
L____
J
22"
INI
15P
A
4"
'-of
;i
nel
GARAGE
OI 8'-4" A.F.F.
Flat Ceding
O
N
r-----------------i
I Block wall in
I garage to be
I struck block
I I
I I
I
I A I
I I
3'-5" 9'-O"
IS'-10"
r
I
c
BAT
Rod t Shell
Mrl Flat Ceding
SECOND
w
BEDROOM
10--
EGRESS
• -< IL it ILJ�
T
O_
C V E R D 12" x 12' concrete
ORC with concrete and (2)
into lintels
2'-8" 12'_8"
5'-4I-4l
41
block filled
•s Vert. tie p
4' -2" 5'-4"
3`-4
co
Install windows thru buck into
block with 3/I6" tap -con with
11/2" penetration at V o.c. max.
Attach buck to block wall with
Prom each corner and 20." o.c, max
1/4" dia. Elco cone screws with min.
thereafter at jambs and 20' o.c. max.
1 I/4" penetration at 12" o.c. max
Exterior face
at head and alper product approval
and 4' max from each corner thru
of wall
Buck to be I' x 4' PT
Exterior face
2" x 6" PT Buck
Varies
of wall
errs.
I"x4" P.T. Buck nailed to
a8 Wood screws thru jamb into buck
INSTALL VULKEM BLOCK SEALANT
Detail
lock with case hardened nails
t W l n d prior to window attachment
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
D
et each hinge and 16` o.c. max end
t Door prior to door attachment
a OW S
INSTALLATION
et all
a
NTS
NTS
J'"1IA, PA IIIII.Ine Building Corp, Date Drawn : Revisions : Sheet
- Planners _vTY, GARAGE 3-25-20
Coconut Avenue Drawn by:
) 281-8258 The Grand Carlton LEFT C.C.U. REVIEWED FOR 2
) 281-8283 CODE COMPLIANCE
enalascomcast.net Spanish Lakes Checked by:
>«AAC0t.net St. Lucie County Florida D.R.B. ST. LUCIE COUNTY OF 5
Comm
12-2�
r-1-7,,z -- ____—i
D I 111:71 U L. I U 1< /__ c L- I N k./ I T.-
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 2.500 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.
-I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
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 60, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
11. 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 1600 PSI
15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Ang 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. V erif g all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide.
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for ang other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
(a. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Compang 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 LO, meeting ASTM A —IL and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap Fill cell with concrete and
(U #5 bar Vert. (typicaU. Thicken edge to 8"x8"
SCALE: 1/4" = 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 bg 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.
at each filled c
Max spacing shall not exceed with concrete and 4„ concrete slab with fibermesh OR
Wood 48" unless otherwise noted one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over
Base see foundation plan notes for clean compacted termite treated fill
spacing at openings
4" concrete slab with fibermesh OR GRADE
6"xL" #10/10 WWM on 6 mil Visqueen over � ;..;:','.;`
/ clean compacted termite treated fill —
Grade m
--
_ � _Illllllil�,llll-
-I
III 'IIII - 1 14"w x D8"d Concrete footing
#5 bars cont. and #5
transverse bars at 48" o.c.
f I ) TYPICAL FOOTING DETAIL
_ SCALE 1/2" = 1'-O"
4" concrete slab with fibermesh OR
(VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step per
...: , . foundation plan
#5 bars cont. bottom steel
10"
�� 12"
F 2 DETAIL AT GARAGE STEPDOIUN
SCALE 1/2" - 11-01,
12" x 12' concrete column
block filled with concrete
and (2) # 1 bars Vert. tied
into lintels above
Top of footer
16" below finished floor
w
-_ 30"x3O"xl4" concrete
column footing with (4)
- 5 bars each wag 30
LUMN FOOTING DETAIL
Ind
#5 bar Cont. in curb--.
Curb height
Verify based on
foundation ulan-
E
Contractor to provide
proper foundation chairs
or proper steel installation
SLAB EDGE DETAIL 30" min.
SCALE 1/2" = 1'-0"
#5 bar Vert. w/
�30" overlap Corner Steel Lap
Wood
Base
at each filled cell
nts
Fill cell with concrete and
(1) #5 bar Vert. (typical). Filled Cell Masonry Column With One
-Max. spacing shall not exceed #5 From Footing To Tie Beam
48" unless otherwise noted g
we foundation plan notes for Conc. Fill To Be 3000 PSI
spacing at openings See Floor Plan For Location
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 6 and Visqueen over
/ clean compacted termite treated fill'
14"w x IS'd Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 48" o.c.
SCALE 1/2" = I' -On
2" x 6" PT wood secured with
1/2"dia. x 6" expansion anchors
with 2" sq. washer 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 NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
O
�° qiu ILT
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden I Braden AiAe PA
Architects - Planners
-411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
I(B E-mail: bradenaiascomcast.net
1 14'-0" _ 1 _' _�I e,�h' 1 20'-0" -1
■
F
QI
I Fj
Filled cell under
girder above
I i
24"
I
o
I
Rear Patio/Slab
�
O
r J
to be poured separate- LU �I
from
the house slab.
r I
o
Thicken footing to
24"w x 14"d x 24"L I
I
FI under filled cell I n
under girder bearing.
I __
°I
v I Rear Patio/51ab to
U c be flush with bottom of
u I sliding door reces&
m n Slope 1/2'
°I
I
I
I
°I
0
I
n
4'-O"
o I J#1AC
32'-8"
I
I ^ 4" concrete slab with flbe
4"x6" #10/10 WWM on L mil ,
I � clean compacted termite t
I F1
I V °
I "
I
I
I�
I� r—--——— — — —
w.H I
4'0 Steel Ballard
filled w/ Concrete® I I F\-ul I
�o I
o=4 I IFQI4K
�Va� I 1
I Efa
ms; I
E t I
= I
L—
I
L I
4J a iL I
v
U I
esh OR
queen over
ated fill
I
FI �
I
I
I
I
I
\ I
9%, \\`--------
uo q
Icn F51 ° -
® " #
I �X" I° p F I
' n
I
in
L— ®---------� ° F
f— — I ® r l
711 1° ° 1.5" Recess for 17. 7717771PT 7 A — — — — — — —
3'-5"
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
9'-O"
J6 W-C, ® 6'
12" x 12" concrete column block fdle
with concrete and (2) #Z bars Vert. ti
into lintels above
FOOTING
SCHEDULE
Mark
sam
tan
F1
140111
x 184D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
F
12NW
X 120D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x 14ND
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WiTH
1 #5 BAR CONTINUOUS
FS
14'W
With
x 18"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB m 0'-0'
Date Drawn Revisions : Sheet Comm #
GARAGE 3-2w_2O 12-2,
LEFT Drawn by:
C.C.U.
Checked by:
D.R.B. OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Slze = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plyywood
4. Use nails or screws bas d on ress re for root stated
in permit info box on t�ese pans for zone 3
Ke4
Area
Ede
Field
Fastener
Pressure
Zone 1x.
6"
8d ring shank
45a psf
Zone 2
4.
4"
8d ring shank
16 par
Zone 3
8d ring shank
84 psf
** Zone 3a
4"
Ill If
#8 wood screw
112.5 psf
** Use nails or s4rews based on res ure for r of stated
in permit info box on these plgns ti or zone
Concrete
/ Lintel
Column
Verify with Plan
12"x 12"
ilumn Block
Nwi Reber
Reber 48 Bar Dia,
Mln, Overlap
to Lintel Attachment
BEAM SCHEDULE
Mark Size and Descrit3tion
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vairt. bar over top bar with
#5 90e bend bar with a 10" min. lap at top bar.
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel. �
Provide Cast -Crete =
BUS-OB/protest
in
lintel set mortar
Min. 8' Bearing
Provide 35 bar set in pre -cast
lintel into beam where length or
the opening calla
for it.
-'�Z-- -----
ovida PT Buck
:ached per Jamb
ails into filled co
4" Pre -cast
Sill
Filled Call
i #5 bars with min. 48 bar
re overlap in Pilled cell. Tie
all steel into continuous
steel.
Concrete Footing
lase looter schedule
for exact ?zee)
DETAIL AT WINDOW OPENING IN
CBS WALL scale: I/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2' x 4' blocking to verL leg or
trues with IOd x 1.5 roils at 4' o c.
sr Install Simpson MGT into well usingp
\ y/,—into wit beam rod set
10 nails?nto truss
R-II batts
Trusses at 24' o.c.
see shop drawili
by others \1
Batts
baits
Frame ceiling transition Ae: -�
as needed using metal etude
field verify exact configuration
and sizes
`Drywall ceiling
see typical section
Ceiling transition Insulation Detail
nts
Poured Cot
concrete h
TRUSS BLOCKING DETAIL Pmred Concrete
AT GIRDER STRAPPING concrete back i
AT CENTER BEARING POINT MCcrete
eufacture
NTS n
1/8" thick light textured stucco Installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer or
ype ASTM D T2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at 6" o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max *?acing over ASTM D
(type 2) 30 lb Pelt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
ap aced L" o.c. at all laps and two stagggered rows 12' o.c. in Field. Attach
deck to trusses using attachment detal on this sheet
LINTEL SCHEDULE
Mark
Wi
or i9ii
LILs
8 I
Cast -Crete
Ross at
ock4oroad
"A�
Bottom
Steel
a�
Top
SLael
M&L
(PLF)
I'lam
Loud
fPLF)
flax
oLerall
Loa
(PLF)
L22
T-2"
3'-1"
8Fa-08/IT
1
85
$061
Ei1
1024
Lai
;-fi'
4'-O"
8F8-06/IT
1
a6
2641
1"3
10
L45
4'-5'
W-10"
111119-ORAT
1
as
1105
1 104
331
L60
6'-0"
L'-1'
8Fa-ols/rr
1
$5
12H
a36
121
LI
1'--8"
T-1'
spa-clil
I
as
Ion
121
934
Lao
8'-O"
VI
8P8-IB/2T
1
#6
2
96
152
sea
612
L40
T-O"
10'-1"
Oka—I8/2T
1
#8
2
96
L4S
530
401
L1OB
el-0'
10'-6"
8FK-15/2T
ONE
1
#6
2
#s
1633
us
401
LI00
10'-0"
W-4"
tea-I15/2T
I
1
#s
2
a5
682
414
452
LIOOB
10'-O'
I W-4'
OPIL-I5/2T
ONE
I
1 as
1 2
a6
rb11
1028
452
L120
C1'-_�O/�"
W-4'
BP9-05/2T
1
#6
2
a6
411
428
324
L1206
W-00
13'-4"
aF11-IB/2T
ONE
1
a6
2
as
1015
T10
324
LN10
IY-O'
ni'-4'
BFIL-IB/2T
ONE
1
#5
2
86
1250
601
2611
LKO
fill
n'-4"
S'6-I8/2T
1
#5
2
06
zoo
192 1
194
Liwo
11'-O'
IT-4"
sism-IB/2T
ONE
1
86
2
#6
1s0
600 1
144
- 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
hurricane gilt or at each truss
with (10) 10 x 1 1/2' nails If 24' o.c.) sup offing Max
1810lbs. uplift
Aluminum Drip "
Edge E Fascia
12°
2" x V Sub-Fasci
Kaycan full o vent vinyl aci t installed
uwnngg 1/8' die shank x 1.5' long gaiv.
roorng nails with 3/8' dia. head per
product approval -see chart sheet #1
12' x 12" concrete column
block Pilled with concrete
and (2) #1 bars vart. tied'
into hntela above
thicken edge to 111
with concrete and
one #5 bar continuous
BEYOND
Top of footer
16' below finished floor
12
4
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) IOd molls
at each web
5/8' thick stucco on 3/8' hrrib lath
attached to horirontal and vertical wa
framing with nails or stables to arevida
5/8" thick light textured
stucco on typical 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 recess.
Step per foundation plan
Slone Her foundation blan °p
Flush Mounted Shutter Detail
Uummum Panel
'nz9e per manufacturer
See Tuatcal Stud Detail
1/8" x 3/32' Wing Nut w/
approprm[e washer and spacing
Der manufacturer's Details
ME
Stud Detail
Stud w/ Die Cast Zone N7a
Nickel Plated Wing Nut
nts
Brace Gable and
with 2" x 4" SYP ill
Oft back nailed to bottom
oP top chords using (2) IOd
nails at each trues
IRE -ENGINEERED WOOD TRUSSES
w 24"o.c. TYPICAL
( shop drawings by manufacturer )
w
�
i—
N�
X
Oa
tti
�
I_aaL
X-C
a
0
U..
Ga a
u
0 0
R00
0
to A
U
(V
Q
L
W
#c
Brace Gable end
with 2" x 4" SYP #2 min.
Oft back nailed to bottom —
of top chords using (2) IOd
nails at each truss
JELLY
2 O
c N
"I blown fiberglass
in bottom chord or trusses
-I/2" drywall with smooth finish ODo Al
Two rows of beam block filled with concrete y
_and (1) 45 bar cont. in each row. Substitute
grecast lintel filled with concrete and (1) #5 a
ar cunt. for bottom row over openings v
1/2" drywall over 1" x furring a
strips at 14" o.c. with R4.1 fi-foll
-insulation on typical 8" Block walls
All drywall to be installed per PBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "Me only proportioned per FBC R601.1
and Mortar joints shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/e ilia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
either wet set or in epoxy with
nails into truss. Add blocking to
( ��" o.c.)
supporting Max.
pp 9
truss leg
per detail
on this sheet t
ETA 20 1810
lbs. uplift
1=17
1sRAN
II
`Is
��
I . 1413401 JW1 WE A M
11
II
1
�1
wr
�
11
1 104, W0 =A
Ili
EM
he
II
1
II
NMI
-MIN
Wait
EM
5001
Z.
-1
V
ME
M
10
NO
,
FIII cell with concrete and ®® L I �l
(D #5 bar ( .
Max. spacing
shall not not exceed
48" unless otherwise noted
Bee Foundation plan Horse for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrette slab with Pibermeah OR eninge spacing at o— ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
VxV #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated FIII — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
1WIl
ont Porch
1/2" = 1'-0"
n
W
(Y
Ill
a
� X
-a
IQ
N 43
a a v.
n�
I 0 'a si
u
�
a0O
CL
OD
E_ C ;
vN
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
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
1-2-19
PANEL
"All
Pdas
BR
Load
Wire
Dasenption
eeea
mires
I Destriptian
Wee
Load
BR
Pv1ee
1
20
1.2 ke
$12
Refrigerator
I
Ran
$L
12.0 ka
50
2
1
20
1.2 ke
a12
Cloth" Washer
3
1
20
IS km
#12
Kitchen S.A.C.
5
L
DrVer
810
5.0 km
30
2
1
20
IS ko
812
Kitchen S.A.C.
I
8
1
20
#12
Bathroom Recepts
9
10
Air Can
or
$10
6.0 ke
30
2
-
1
20
1.2 ke
s12
Dishosehsr
II
12
I
120
1 1.2 km
1 #12
Miaraaave
13
14
Air f4andle
810
5.0 km
30
2
I
15
$14
Gamral Lighting
15
IL
I
is
414
Gsnsrd Lighting
11
18
wH
810
5.0 km
25
2
-
1
15
-
#14
Gonerd Lighting
19
20
1
K
s14
General Lighting
21
22
Goo
812
0.81 KIIJ
20
1
-
1
5
-
a14
Genres Lighting
23
24
Spam
epem
1 25
1 21,
1 Spam
apace
129
1 20
1 Spam
swim1
211
1 30
I Spam
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General _Lighting _(3, watts 49: 1t:?.......................
Small. Appliance. Circuit(s)...................................
IFenge.........................................................
Refr{gerator..................................................
Microwave.....................................................
.Dish . Washer ... ................... . ...........................
,Clothes,Wasfler...............................................
.Clothes.Dryer................................................
Water..Heate.r .
.. .........................................................
Garage.Door.Opener.......................................
1135
3
2
1,500
_5.205
3 000
1
12,000
12,000
1
1,200
1,200
1
1.500
1,500
1
1200
1200
1
1.200
1 00
1
5000
5000
1
4,500
4.500
I
810
810
Total Watts
35A15
First 10000 Watts e100%
1
10.000
10000
Remainder 25AIS 940%
1
O
10.24E
Electric Heat or A/C 10.000 90%
1
10,000
10.000
Calculated Load
Watts
30.24E
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 124.02
Panel Size Re uired = 150 Am s
Electrical S mbol Le end
S
Saigle Poke Satoh
®
Recessed Can Light
Sa
Daubla Pole Switch
Evaboli Recessed
P
Push Button Switch
Exhaust Fan
-8
D outlet
¢
Ceiling Masted Light
Special Receptacle
♦
Well Mounted Light
ground fault emcist
-------
with poll Chan (attic)
®
Floor Duplex outlet
Q
Computer Connection Jack
®
Carbon Monotade DeteeLor
4&
Flood Light
T
Thermostat
m
Electrical Panel
®
control Vac
8
Electrical Meter
®
8moke Detector
Ceiling fan
®
Television Jack
0
Telephone Jack
AC oisc
A/C Disconnect
®
I x 4 Florescent Light
®
12 x 4 Florescent Light
®
Speaker Hook -Up
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Soffit
AiC
Meter
30]
i1.3 CFM
IoedOxL
MASTER
BEDROOM
11113 CFM
IOedoxt
S/A
150 Amp
Panel
CLOSE
--� -4
I
lo^ �.
OPTIONAL
PATIO/SLAB
PATIO/SLAB
I
I
CAR AT
RO M
I
I
S/A
; IL9 Clam Registers
on ceiling Pan I69 Clam�1 IOxdox I � IOidoxl
W.H.
22" 4" x 5
1 At
L - with
W
GARAGE
r-----------------i
1 I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
IVV
121,
)JI
3 ®I I
= I
DINING
ROOM
232 CFM
12x&x1
SECOND
BEDROOM
1
j 12xl2x8
�1 B/A
COVERED
PORCH
MECHANICAL LAYOUT
SCALD: I/4" = I'-O"
ELECTRIC NOTES:
I.
Use copper wire only Prom panel to devices
15.
Contractor shall guarantee all materials and workmanship
free defects for a not less then two from
20.
All equipment and panel sizes shall be verified before
The
2.
Pravi
a and wire all required smoke t Carbon
of period of years
ordering. contractor shall provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
6.
Recessed cans to be installed per NFPA requirements.
IL.
It is not the intent of these plans to show every minor detail
22.
All raceways and pipes placed in or through any concrete
1.
Tamper resistant AFCI receptacles are required in
oP construction. The contractor shall furnish and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
e.
A/C Return Air Balance Must comp) w/ FSC RMIL02
comply
the requirements necessary for the equipment to be placed in
4.
? /C RefrigHg� lines that are run slabs must be
proper working order.
23.
All exposed wire below T-I" shall be installed in metal EMT
10.
soeved in
ALL A/C Equipment shall comply with energy calculation
11.
All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
conduit.
11.
All work shall be performed by a licensed electrical
meet all standard requirements of the local electric utility
24.
Dryer Vents to be installed per
FEFC RMIS02
12.
contractor, the completed system shall be fully operative.
Contractor for
and telephone company.
shall pay all Yeas, permits, testing, and
blower
13.
inspections including testing where required.
All work shall be coordinated with other trades to
18.
The electrical system shall be completely and effective)
avoid
grounded as required by the latest edition of the N.E.G.
interference with the progress of construction.
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
against the public liability and property damage for the
labels where applicable.
Braden t
Braden AiA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiaecomcast.net
Exhaust
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP GF
Install owlet
under disc. N
not shown or
H.B. clarity C
Vent thru a
F1 ,q i C
Meter
IL"
MASTER
BEDROOM
OPTIONAL
AB
,leCovered PorcTi`\
wP GrO 1 1
\ 1
\ I
\ 1
I
Smoke / Carbon R AT
Monoxide Detector R OM
rCombo
I
I
I
I
I
I �I
I fl
I II
I II
+ I GDINING
-�\ FCI + I
s- + ROOM
I_ FC
GFCI GF I
E I1 KITCHEN +
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3`2„ HIi EB F
/�- C.M. Detector
only per FBC
R314.3 /
CLO
42^ GFCI
I- "- - e W 1-I„
' Att thh W
150 Amy Optional
i
Panel pane► location
Pull chain
\ light in attic
42" 4FC1
GARAGE
Garage
Door
Opener
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ELECTRICAL FLAN
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BgDROOM
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WP
COVERraor /
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SCALE: 1/4" = 11-011
9.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.16 sq, ft. required
Provide A Continuous Vented Soffit
one Building Corp.
The Grand C
Spanish Lakes
St. Lucie County Florida
Post Light with
Photo cell 1
Date Drawn Revisions
G3-25-20
GARAGE
LEFT Drawn big:
C.C.U.
Checked by:
D.R.S.
REVIEWED FOR
.m„�-a F"'i.fB q°"1,4 ri .41A.Iic
H.B.
Exhaust Duct
`Thru Soffit
Wire For
Front Post
Light
Sheet Comm #
12-2b
E-1
OF 5