HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II651.12
2L 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
(tgpe 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 laps and two staggered rows 12" o.c. in field. Attach
�rnr +n +�uaua uamn w++wrl....+ dot wr nn +i..a aL..+
5/8" thick light textured O O .
stucco on typical concrete
block construction
O
pop gem 01015 ;r*�Wma
Finish Columns with 5/8" thick x 8"w cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands RIGHT ELEVATION
SCALE: 1/4' - 1'-0'
12
4 1 SLOPE_
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
2(. 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 V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L G. at all laps and two sta®gered rows 12" o.c. in field. Attach
deck to trusses using attachment detai on this sheet
5/8" thick light textured
stucco on tgpical concrete
block construction -
=I = Y ATI KI Il®T= r—
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v primp metal roiling aLLaehed 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 felt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nailer
spaced V o.c. at all laps and two stagggered rows 12" o.c. in field. Attach
deck to trusses usina attachment detal on this sheet
of V � Uu wi ai sr.uccu on i.ypicai curicrci.c
finished stucco bands block construction
REAR ELEVATION
OIN SCALE: 1/4' - II
Overhangs at 1'-0" 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
4 1 SLOPE
Gulf Coast Supplg 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 spacing over ASTM D
(type 2) 30 lb felt underlagment 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
ppw
/8" thick x 8"w cut
)ral finished stucco bands
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 Plywood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
:2 " Mom W I -
coral finished stucco 6-i-nds coral finished stucco bands
thick x 8"w cut
ON coral finished stucco bands
1IL—M—Iiim�iiin�i =1=1 11w a lilawl
LEFT ELEVATION
SCALE: II - 1'-0'
—4" A.F.F. 5/8" thick light textured �, Finish Columns with
stucco on tgpical concrete 5/8" thick cut coral
block construction finished stucco bands
FRONT ELEVATION
SCALE. 1/4' - II
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate 1/2" drywall coiling on truss bottom cord
I/2" drgwall on
" x 4" studs at IL" o.c.
Florida Balding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Bmldin Design is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate
Mean �cof Height.�I'-� Rod Pitch; 4.12
Internal Pressure Coefficient. t o_18
Subjectabilitg to damage from: Weathering: Naih ble Termites: Very Heavu
Width of Rod End Zone. a'-4, Wind Speed: 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.IPWL
Components t Cladding Wind Pressure (NET) Rod Zone: 1 +20.6/-12'.` pal
Rod Zone: 5. +20.6/- 10 psf
Rod Zone: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width: A'- ''
Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/18.1 psf [D= Roof Zane I
Wall Zone: 5. +35.8/- 1.8 pef Wells Zone 4
Components 1 Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf
Shear Walls Considered for Structure? Yes =Rod Zane 2
Continuous Load Path Provided? yse IU 18 Zone 5
Are Components an Cladding De a s Provided? Yes END ZONE
base -board i 2" x 4" P.T. bottom plate Minimum Sal Searing Pressure. a. Presumptive•. X B� Test: psi
\ 4' concrete slab with fibermesh OR
VxV #10/10 WWM on L and Visqueen over
clean compacted termite treated fill
interior Mon -Bearing Partition
nts
ROOF LiVE LOAD: 3_ pal ROOF DEAD LOAD: 10 psf
JOB ADDRESS:
® R
= Caner Zones
ad Zane 3
FILE COPY
FLOOR PLAN.
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.s.
I. Contractor to verify ALL notes and dimensions prior to
36" high by 4" diameter
steel crash post. Floor
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts Into
3. ALL Lumber t0 be used as Beam, Rafters, etc... t0 have
slab (3/8"t 50 ksl steel plate)
a minimum 1,400 P.S.I. fiber stress.
me L"
4. No dissimilar metals to touch.
2%" 2i/2"
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
o
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall be leveled attached to bottom
�°
4"
at ceilings shall and chord
f FB R102 5
o trusses with screws per C 3.
i. ALL wood in contact with concrete shall be pressure treated.
° o
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."
h„
12. Lowest finished floor to be set bg 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
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I' x L" P.T. Buck nailed to
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachmen
with F.B.C. R316 - see permit info box of code edition
18. G sum board material shall conform to ASTM C36, C"19, C4'15, C514, C630, C931 pp
Coll C1002, C1041,0111, 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 spacing
of Fasteners
Nail lain Dons for
g
drywall into
Spacing
installation of
Maximum
Nada
Screws
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/64' head
0.098" diameter x 1 1/4' long
/2
annular -ringed or 5d cooler nail
OR
0.080" dia. xx 1 5/8' long with
Walls
Either
Direction
15/64" head
R
Ggpsum board nail 0.086' dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24'
1"
12"
13ga 15/8" long with 19/L4" head
0.0980 die�Rtor x 13/8" long
annular -ringed or Ill cooler nail
0.092" dia. xR 1 1/8" long with
Walla
Either
Direction
1/4' head
OR
Ggpsum board nail 0.0915" dia.
x 1 �/8" with 19/il head.
Install SGD thru buck into
block with 3/I6' 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/I6" tap -con with
1 1/2' penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product a_pp c
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A1311
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C11-18 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 accompanyin 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 #1165L12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with sell 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 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
Simpson HETA 20 or equal
I
urricane anchor at each trues 12
with (10) I d x I I/2' nails
411 PRE-ENGINEERED TRUSSES
l 24' o.c.) wpportmg Max.
at 24"o.c. TYPICAL
18101bs uplift11,110
(shop drawings by manufacturer)
15
Aluminum Drip --^
R-30 blown fiberglass
Edge # Fascia
in bottom chord or trusses
I/2' drywall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
end (1) #5 bar cont. in each row. Substitute
Kaycan full o vent vi l soffit metalled
1/8" dia
precast lintel filled with concrete and (1) #5
bar Cont. for bottom row over openings
using sheik x 1.54 long gale.
roofing nails with 3/8" die. head per
product approval -see chart sheet #1
1/2" drywall over I" x furring5
strips at IL" o.c. with R4.1 ri-roil
insulation on tgpical 8" Block walls
5/8" thick light textured
= All drywall to be installed per FBC R102.3.1
stucco on tgpical concret
T and shall meet all pertaining ASTM codes.
"M"
block construction
M Mortar to be Type only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...>
#5 bar Vert. w/
30" overlap
Fill cell with concrete and
at each filled cell
f) #5 bar Vert. ftypical).
Max a acing shall not exceed
Wood 48" unless otherwise noted
see foundation plan notes for
ass spacing at openings
4" concrete slab with fibermesh OR
Ill #10/10 WWM on L mil Visqueen over
. / clean compacted termite treated fill
Grade - V -- - III III
':..III,,�;IIII III I'I� III II'I iI� I 'IIII
- 14"w x 18 Concrete looting
with (2) #5 bars cont. and #5
14 - transverse bars at 48" o.c.
TYPICAL SECTION
1/2" = 1'-0"
AREA
CALCULATIONS
Living A/C
= 1444 sq.
ft.
Front Porch
= 141 sq.
ft.
Rear Porch
= 200 sq.
ft.
Garacle
= 321 so.
ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,568
2' VTR
�41 1 "
2
12" I MBATF
1 V-1
1 uV-i 2"
I "
wn-1 2"
wl 2"
2" LAUNDRY 2" 3" 2" r env r VTR
3" eT-1 3" s-I
KTICHEN 2" 1
2 v.V-1
2"
3" Ill
PLUMBING RiSER
I" x V P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
J.,
all n Masonry Well -=
/2"
rr
Bottom TrackTypical Flooring
CJ' Ili Install SGD thru buck into
block with 3/I6" tap -con with
S l l d i n g D Uor D s t a l l 1 1/2" penetration at L" 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 Open.
Window Description
PRESSURE ZONE
I.
4'-5Ys"x 5'-3ie"
54i8'x W4'
Single Hung
ZONE 4
2,
L'-2Ya"x V-3 ia"
15" x 13 i4'
Single Hung
ZONE 4
3.
'-2' x 3'-2 1/2"
21 Y,"x 38 %"
Single Hung
ZONE 4
4.
4'-Ska"x 4'-2%°
1 54%s°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
ALL
Windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified bg contractor
with
manufacturers specs prior to construction
Jq
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-O" X 1'-O"
108" x 84'
Overhead Garage Door
ZONE 4
B
3"-O' X 6'-8"
41 i/4'x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
L'-O" X L'-8"
14" x 81 %," .;;t°'
I Sliding Glass Door
ZONE 4
D
2'-0' X L'-8'
Sdid Core - Wood
- L-Panel -Bi-Fold
Finished
24' x el %'
E
2'-L" X L'-8'
Solid Core - Wood
- 6-Panel
F
5'-O" X L'-8"
Solid Core - Wood
- L-Panel - Bi-Fold
G
2'-8' x V-8' x 1 %4'
Solid Core Wood. Steel, or Masonite Door
H
X-8" X (,'-So
Solid Core - Wood
- L-Panel
J
2'-L" X 6'-8'
Solid Core - Wood
- L-Panel - Bi-Fold
K
2'-so X 6'-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 #1
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
BATH 82
To Septic
b
Nr
9'-6" 2" 12"
OPTIONAL `
O PATIO/SLAB
1:4 T EGRESS 14�►
N
I
MASTER
BEDROOM
u a 8'-O" A.F.F.--
ILu) Flat Ceiling
0
cl
A/C
Meter
0
0
O
Rod E'Shelf
-O" 6' 4"
✓anity to 6e v I N
�4Y "hl
g ir-
CLO E I
J
I fK
,
O�
1
RM
12" x 12" Concrete column /
block Pilled with concrete and
(2) #1 bars Vert. tied into
lintels above
Covered Porch
8 -O" tol9'-8" A.F.F.
Vaulteld Ceiling
GR IAT
ROOM
I
I V_
I
v
I
x L" knee -wall 8' O" to 9'-8" A.F.F.
KII counter top I Vaulted Ceiling
DINING
ROOM
I
N� Vanity to be
34 Yz"high
R-II astu Inrietibn
4 4 Steel Ballard
W.H.
C/
o
Scc detail oA fbls-ails
22' x 64"
a!
p
ill)
Provide
auto Anse Access
3
l
closer
I nth W
s
J
I
_ _
22"
15P
p
el
o<
Ica
Ln
GARAGE
O Jlill A.F.F.
O1 IIV Flat Ceding
r-----------------i
I Block wall in
I garage to be
struck block
I I
I
' A '
I I
°
9'-0.
15'-10"
Install windows thru buck into
block with 3/I0 tap -con with
11/2" penetration at V a.c. max
From each corner and 20." o.c. max
thereafter at jambs and 20' o.c. max
Exterior face at head and on per product approval
of wall --\ / \ Buck to be r x 4' FT
r
I
, a
O \
MIN,I�.�
fI 1
JIII A.F.F.
Flat Ceding
SECOND
w
BEDROOM n
10--
EGRESS
-< lul It-i
O
C V E R D 12" x 12" concrete
®R C with con rate and (2)
into lintels
6' 2"
�1
I
in
N
I
i 3'-I"
block felled
s Vert. tie p
I
3'-5" 2'-8" 4'-2" 5'-4"
31 me
311
5'-4° 3'-4" T-0
34'-O"
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4' max from each corner thru
Exterior face 2" x L" PT Buck
of wall / \
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ~�_#8 Wood aerews thru iamb into buck
lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and
Detail a t W l n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK D et a l l a t ®OOr prior to door attachment
INSTALLATION
NTS NTS
Braden t Braden AIAe PA
W(anne Building Corp.
Date Drawn :
Revisions :
Sheet
Architects - Planners
GARAGE
3-25-20
S.E. Coconut Avenue
The Grand Carlton
LEFT
Drawn by:
Telel (112} 281-8258
C.C.U.
Spanish Lakes
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
Checked b y
S•iisirr PI AAggL teeernnnnao
St. Lucie Count Florida
y
D.R.B.
OP 5
Comm #
12-2�
FILE COPY
r177� — — — — —i
.7 I >< U � 1 1.4 r�ZN_ /--\ I. IN k. / I r.— .7
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 2,500 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/ 4 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.
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) = 4-1 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 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 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 any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
L. 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 LO, meeting ASTM A —I( 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 vertoverlap
w/
30" overlap Fill call with concrete and
t a 6 P it d (U #5 bar vert. (til ll. 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 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.
a e c i e c Max. apacing shall not exceed with concrete and 4" concrete slab with fibermesh OR
Wood 48" unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over
Bass see foundation plan notes for clean compacted termite treated Pill
spacing at openings
4" concrete slab with fibermesh OR GRADE
VxV #10/10 WWM on L and Visqueen over
/ clean compacted termite treated fill —
Grade
III ICI IIII . I�III I IIII
14 w x 18 d Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 419" o.c.
3 III
J % TYPICAL FOOTING DETAIL
SCALE i/2" = 1'-0
"
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
N V
cal
12' x 12' concrete column
block rillad with concrete
and (2) # 1 bars vert, tied
into finials above
Top of Pooter
IL" below finished floor
sc�
#5 bars cont. bottom steel
-_'30"x30"xl6" concrete
column footing with (4)
45 bars each way
#5 bar cant. in curb --
Curb height
Venfy based on
foundation clan-
C
E
0
t'il
Contractor to provide
proper foundation chairs
for proper steel installation
Z EDGE DETAIL
30" min.
SCALE 1/2" = 1'-0"
#5 bar vart. w/
30' overlap
at each filled cell
Corner Steel Lap
nts
Fill cell with concrete and
(1) #5 bar vert. (typical).
Filled Cell Masonry
Column
With One
Max spacing shall not exceed
48" unless otherwise noted
45 From Footing
g
To Tie
Beam
Wood see foundation plan notes for
Conc. Fill To Be
3000
PSI
Base spacing at openings
4" concrete slab with fibermesh OR
/
See Floor Plan For
Location
VxV #10/10 WWM on L mil Visqueen
/ clean compacted termite treated fill
over
•§ 71
= III :III 14"w x IS'd Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 48' o.c.
GARAGE CURB DETAIL
2" x L" 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 N T cJ
IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT
JOwi
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
U5 From Footing To Beam Each.
Cone. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden I Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
RB Tel (112) 281-8258
Fax : (112) 281-8283
E—mail: bradenaiascomcast.net
Stuart_ PL 34994 #AACOO0032
m
U
io
N
Im
1 14'-0" 1 ' :41 la' 1 20'-0" 1
°
F z
Q`— ®`
FI I
Filled cell under
o girder above
I
24"
I
b
I
Rear Patio/Slab I
O
r J
to be poured separate 1U ®I
from the house
slab.
n I
o I
°
d)) I
Thicken footing to
24"w x 14"d x 24"L I
I
Ij under filled cell I a
under girder bearing. ° °
I L— -- —
Rear Patio/Slab to
be Plush with bottom of
sliding door recess.
Slope 1/2"
I
I
I
I°
I
4" concrete slab with fiber
4"x6" #10/10 WWM on L mil V
I � clean compacted termite tr
IQ
I
I
I
I
I
a — — O O
1
r— �--------w.H I
4'0 Steel Ballard
filled w/ Concrete ® I I F\ j I
F5 o= I I O
I Ems; I I
I
q -0 o
w I
iiiia
i_ I °
I ° 50 9 I
IF A =
= #� I
U
Lu
OR
en over
d fill 1
I
I
I
FI
I
I
I
IV"J = I
x O
4 14'-G° 1 v7
in
3'-5"
Winne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
9'-O"
— — — ° — — — — — — — — — °
:_
6'-2" J� II'-6" QINE 6'
12" x 12" concrete column block fille
with concreta and (2) #'i bars vert. ti
into lintel- above
FOOTING
SCHEDULE
Mark
Sal)
omcmtm
FI
14"W
x 18"D
MONOLITHIC FOOTING
WiTH
2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x IL"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 82
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
FS
14"I11
With
x 18"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-0'
Date Drawn Revisions : Sheet Comm #
GARAGE 3-25-2 12 - 2 b
LEFT Drawn by::
C.C.U.
Checked by:
D.R.B. OF 5
FILE COPY
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = ed ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws bas d on ress re for roof stated
in permit info box on triiese pans ror zone 3
Ke
Area
Ede
Field
Fastener
ax.
essurg
Zone I
6"4
it
8d ring shank
45 pelf
Zone 2
4 It6"
8d ring shank
ib oaf
Zone 3
ed ring shank
84 pelf
* Zone 3a
4"
`"
#8 wood screw
112.5 psf
** Use nails or s rews based on res ure for r of stated
in permit info nbox on these plgns or zone
Concrete
/ Lintel
Column
Verify with Plan
12"x 12'
1 Column Block
Provide $5 bars with min. 40 bar
diameters overlap Into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crate = -r = -
8U8-OB/OT precast - - _ _
lintel set in mortar _
Min. 8' Bearing -- -- ---
Provide 35 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
I I
I'
i Provide PT Buck
I }I
I, 1 attached per Jamb
atails into filled cell
I� 1
i U
4" Pre -cast
sin
.I
Filled Call
Provide 85 bars with min. 48 bar
Alameters overlap in filled cell. Tie
filled call steel into continuo"
` r r Concrete Footing
t- ,1 L less rooter schedule
exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = P—O"
SINGLE PLY REAR GIRDER TRUSS
Well 2' x 4' bloielup to veil leg of
truce with 10d x 1.5 nails at 4" o c.
Install Simpson MGT into mall using
5/8" dia. threaded rod sat inn. 120
into net beam and (22) IOd nails into truss
R-II batts
eilin
Pared Car
cancrete bl
Nai Rebar
Rebar 48 Bar Dia. 14 1
Mir. Overlap TRUSS BLOCKING DETAIL Poured Concrete
L AT GIRDER STRAPPING concrete black u
to I I'1 t t t a C l j 1"fl n t -9AT CENTER BEARING POINT na facture
NTS
1/8" thick light textured stucco Installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath Walled substrate through one layer of
ASTM D Type 2 2 fait paper using 8d Halls. Subst13EAN SCHEDULE rate
to be 19/32' CDX Plgwood nailed at V o.c. in field
and edges with IOd ring shank nails into studs.
Mark Size and Description Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
TWO rows of beam block filled with concrete and 1 #S bar 2L ga. 5v crimp metal roofing attached to plywood sack using a9 x 1.5"
BI continuous in each row. Hook vert. bar over top bar With w straws with self sealing washer at 12" o.c. max soaring over ASTM D
#5 90° bend bar with a 10" min. la at t bar. (type 2) 30 lb felt underlagmant installed with min. 4 aide laps and L and
P top laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
raced V c.c. at all lapa and two staggered rows 12' o.c. in field. Attach o Jck to trusses using attachment dotal on this sheet
LINTEL SCHEDULE
Mark
Wiax
n
D
Unit
Li t I
_
Cast- still
8
"H' Block Rome d
Abovebottom
steel
aw
Top
steel
�
4�avity
Load
(PLF)
Up�Mt
Load
(I'LF)
Lft ral
Load
(PLF)
L22
2'-2"
3'-4"
aTa-OD/IT
1
86
3041
691
1024
L31
3'-r
4'-O'
Ora-OB/IT
1
s6
26LI
1363
10
L45
4'-e"
1 5'-10"
811019-015AT
1
86
1106
1 104
331
L60
5'-0e
L'-L'
aPa-0®/IT
I
s6
1238
$35
121
LLO
L'-e'
11-C
Op"BAT
—
I
a6
ion
121
934
L80
a'-O'
1'-4'
91sa-IB/2T
1
s5
2
95
152
Bed
512
110
1'-0'
IOr-6'
OPa-I8/2T
I
s5
2
85
L43
630
401
0015
1'-0"
10'-4'
OPIB-I5/2T
ONE
1
85
2
s5
533
us
401
LI00
10'-O"
n'-4'
OFa-I6/2T
1
eB
2
s5
Set
414
452
L1006
101- 7
111-4'
AIL-I5/2T
I ONE
1
85
2
65
S&L
1 1020
452
LI
ix-o"
w-4'
aFa-is/2T
1
s6
2
95
411
428
324
LI208
17-O'
13'-4'
AI11-I5/2T
ONE
1
s6
2
s6
1016
110
324
LMO
W-O'
51-4'
aFli-I5/2T
ONE
1
s6
2
86
1260
L01
1 251
LBO
W-O'
n'-4"
Olsa-1C1/2T
1
a5
2
$5
300
112
1 194
LuI
w-O'
n'-4'
srlL-18/2T
ONE
I
a5
2
s5
150
$00
114
- 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'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurneans anchor at each truss
with (10) IOd x 1 1/2' nails -
( 2'4" o.c.) wppporIt Max
18101bs. uplift
Aluminum Drip -�
Edge 11 Fascia
12"
2" x 6' Sub-Fasci
Kagean full o vent vinpl soffit installed
wing 1/8' dia shank x 1.5' long gale.
roofing nails with 3/8' dia. head per
product approval - see chart shoot e1
12' x 12' concrete column
block filled with concrete
and (2) 81 bars vart. tied®
into lintels above
thicken edge to fluxes
with concrete and
one s5 bar continuous
BEYOND
Top of Tooter
16' below finished floor
12
4
into
Aluminum Drip
Edge t Fascia
Flash and Counter v
Flesh
Nail ledger to
gable and truss
with (2) IOd ds
at each web
ration into
3/1 penetration
numbers
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#3 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 ber foundation blan
L�IZT
Ical Section
Trusses at 24' o.c.
see shop drawings }
by others y
Batts
batts
'Frame ceiling transition
as needed using metal studs
field verify exact configuration
and sizes
Drywall ceiling
see typical section
transition Insulation Detail
nts
Mush Mounted Shutter Detail
Jummum Panel
Ives per manufacturer
See Typical Stud Detail
1/8" • 3/32' Wing Nut m/
appropriate washer and spacing
Oar manufacturer's Details X
Stud Detail
Stud m/ Dee Cast Zinc NTa
Nickel Plated Wing Nut
nts
Brace Gable and
with 2" x 4' SYP s2
Oft back nailed to bottom
of tap chards using (2) IOd
nails at each truss
RE -ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
( shop drawings bg manufacturer )
"I blown fiberglass
in bottom chord of trusses
-1/2' drgwall 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 (1) s5
or cont. for bottom row over openings
1/2" drywall over I" x furringg
strips at 14' o.c. with R4.1 fi-foil
-insulation on typical 8" Block walls
to
t_
"-s
Brace Gable and
with 2" x 4" SYI
Oft back nailed It
of top chords usii
nails at each true
Strap truss to wall using Simpson MGT with
5/e dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
l'"N InA wwde 01 roues Add hlrvlrrnn rn
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) sutibortina Max.
FA IRS FIN
.1•
il WO
IIall
11
II
li
is
is
all d with min. 4' side laps and 6' and
I
Zorroslon Le-austant tin cake and with 1.25" final shank marL
I
��
11
to
�
I�
11�
�
mil
to
3 X
L ss
R c
a
• R d d
a'
•�ti
as 0 O
L OD
)vN
2-
s
All drywall to a installed per FBC R102.3.1
i and ahall meet all pertaining ASTM codes.
W Mortar to be Type "M" FBC
R60i.1 ET,4 2
only proportioned er
Mortar FBC
and Joints shall comply with i�401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers,
tubs etc...)
FIII cell with concrete and
(U it5 bar veil. (tgpicaD.
R O O F F L A B
Max, spacing shall not exceed
48" unless otherwise noted
N
see foundation plan Hates For
— OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
— ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with fibermesh OR
VxL" s10/10 WWM on L ail Visqueen over
— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill
— ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
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
at Front Forth
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
cienlo . 1/0" = I'_n'
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
-2-19
PANEL
"All
Polo
BR
Load
Wm
Deaenptwn
cwc#
awe*
Description
Was
Load
BR
Palos
1
20
1.2 Its
912
Rerrigemta
I
Ran
#L
12.0 Its
50
2
1
20
1.2 ke
912
Clothes; Washer
3
1
20
IS kw
$12
Kitchen S.A.C.
6
L
Drum
810
5.0 ke
30
2
1
20
IS kw
#12
Kitchen S.A.C.
I
e
1
20
—
#12
Bathrac i Racepta
9
10
Am
*10
5.0 ke
30
2
I
120
1 1.2 ka
1 #12
Dishwasher
II
12
1
20
1.2 kw
#12
Microwave
13
14
Am W
#10
5.0 ke
30
1 2
I
16
—
#14
Garrrd Lighting
16
m.
I
16
—
#14
Garrrd Lighting
11
18
WH
s10
6.0 km
25
2
1
15
—
#14
General Lighting
141
20
1
15
—
814
General Lighting
21
22
GDo
$12
0.e1 K111
20
1
I
16
—
#14
Generd Lighting
23
24
Spam
Spam
26
2L
Spam
spare
29 1
28 1
Spam
Spam 1
261 1
Sol
Spam
PANEL "A" LOAD CALCULATION SHEET
Load Description
atm.
I Watts
Total(Watte)
Small. Appliance. Circult(� .... . ... . ........... . . . . . .....
.Rang! ............I ..... ......... ....I................
Berriai!IFO ............................ ......................
.Microwave
01.A , Washer
.....................................................
Clothes.41al4r...............................................
...............................................
Water Heater
1135
3
5.205
2
1,500
3-1-0-0-0
1
12,000
12,000
1
I 00
I 00
1
1.500
IS00
I
1200
I
I 00
I
L20
5 000
1
4 500
I
810
Total Watts
SSAI5
First 10000 Watts 9I00%
1
10.000
I0000
Remainder 25A15 °40%
I
O
10.24L
Electric Heat or A/C 10.000 065%
1
10.000
10.000
Calculated Load
Watts
30.241
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 126.02
Panel Size Required = 150 Amps
Electrical Symbol Legend
S
sunglie Pole Switch
®
Recessed Can Light
Double Poly Santch
Eyeball Recessed
PS
Posh Button Saltch
„�
Exhanat Fan
-.9
D Outlet
¢
Ceiling Mounted Light
-0
Special Receptacle
wan Mounted Light
®
ground fault circuit
Flom' Duplex Outlet
Light with Pull Chan (attic)
@
Computer Connection Jack
®
Carbon Morceade Deteatar
f
Flood Light
T
Thernostat
®
Electrical Panel
+�
Central Vac
8
Electrical MAW
®
Smoke Detector
Ceding ran
®
Television Jack
®
Telephone Jack
,o Disc
A/C DisconnectcmI
x 4 Florescent Light
CM2
x 4 Florescent Li ght
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A PAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Cent-thoL---
Soffit
1-2-19
FIELD VERIFY SERVICE
LOCATION RESPECIVE
TO PANEL LOCATION AND USE
APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd —�
2" PVC Schedule
40 conduitS
2" PVC Schedule
AMP
40 conduit sleeve
AMP
MCB
into attic
MCB
PANEL
AFIU
PANEL
AHU
200a rated
200a rated
meter can
%1
meter can
it
2"PVC (1
schedule 80
rv'1rv'\rv'Yv
Y rigid as
bonding
Pont
2" PVC ( FPL
schedule 80
w
2" rigid service
bonding
pant
AiC
Meter
OPTIONAL
PATIO/SLAB
143 CFM
IOrdOxL
MASTER
BEDROOM
1113 CFM
IO)dOxL
- _ _ ------
B/A —
CLOSE
34�CPM 11 `�
`,
ATH '`�
a
10,
I
150 Amp
Panel
PATIO/SLAB
I
GREAT
ROOOM
FM Cento
on ce
c
12
L— — — —— f--
I A orth h&
to
L-----�
GARAGE
r----------------- ,
I I
1 I
I I
I I
ji i
col I
= 1
IQ�
Registers
0 ran 169 CFM
IOxlOxl
DINING
ROOM
AT II
232 CFM
12xLx1
SECOND
BEDROOM
I\ 112x12x9
"N B/A
COVERED
PORCH
W We W IN
ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER MEC A N I C A L LAYOUT
- Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL -CI Landing lugs. NITS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE, I / d T „ = 1'-1
manufacturers recommendations which manufacturers recommendations which
shall be verif d t t t h II b P d
ie prior o cons ruc Ion
- Verify AIC/KIC Rating prior to ordering equipment
a a even ie prior to construction
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I.
Use Copper wire oilgy Prom panel to devices
15.
Contractor shall guarantee all materials and workmanship
free defects lees
20. All equipment and panel sizes shall be verified before
2.
Provide
and wire atl required smoke t Carbon
of or a period of not than two years from
ordering. The 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 rnstall all fixtures as called for on the plane
4.
ALL both and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected by others.
15.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
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 AFCf receptacles are required in
of construction. The contractor shall Purnieh and install
slab shall be spaced a minimum of three diameters of the
ALL room*.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
a.
A/C Return Air Balance Must compIg w/ FBC RMILO2
the requirements necessary for the equipment to be placed in
9.
AiC Refriggv Imes that are run thru slabs must be
sleeved in G
proper working order.
23. All exposed wire below 9'-1" shall be installed in metal EMT
10.
ALL A/C Equipment shall comply with energy calculation
Il.
All work shall be done in accordance with the N.E.C. and
conduit.
II.
All work shall be performed bg a Incensed
electrical
shall comply with all local codes and ordinances, and shall
most all standard requirement* of the local electric utility
24. Der Vents to be installed per
FByrC RMI502
12,
contractor, the completed system shall be fully operative.
Contractor shall pay for all Yees, permits, testing, and
and telephone company.
13.
inspections including blower testing where required.
All work shall coordinated with other trades to avoid
IB.
The electrical system shall be completely and efPectrvely
by latest
interference with the progress of construction.
grounded as required the edition of the N.E.C.
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
against the public liabilitg and property damage for the
labels where applicable.
Braden it
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP GFi
Install owleAor
under disc.�HB not shownC
clarity
Vent thru Q
- -soFfit [A/C
Meter
IG"
MASTER
BEDROOM
i
r
r
CLO
O
OPTIONAL
PATIO/SLAB
i
,'Covered Pora��
WP GFCI I \
\ I
\ 1
\ I
t
aliIFIRM
LI
GF i
42" GFCI
W.H.
� Athh:1,
L J .
150 Amy Optional
Panel \ I panel location
Pull Chain
\ light in attic
41" GFCI
GARAGE
II Garage
/Vjll J> Door
Opener
r----------------- -1
I I
I I
I I
1 I
I I
i r
ELECTRICAL FLAN
I
GR AT
R AT
I
I
I
I
II
II
II
II
II
I I DINING
I I ROOM
I
I
N
Nor 1 e6 `
� y �`\SECO90-4
BgDROOM
10\.
Attic Venting Calculations FBC 230'
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = M.16 sq, ft. required
Provide A Continuous Vented Sof f it
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
i\ RIB
l wP Gl=cl
r-i -c�� �H'I
SCALE: 1/4" = 1'-0"
Post Light with o
Photo cell I
Date Drawn Revisions
G3-25-20
GARAGE
LEFT Drawn by:
C.C.U.
Checked by:
H.B.
Exhaust Duct
"Thru Soffit
a Wire For
Front Post
Light
Sheet Comm #
12-2,
� l 13
OF 5