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HomeMy WebLinkAboutBUILDING PLAN.H.
4717
Sr LL'ofe �o TA'G
J\ R
5/8" thick light textured
stucco on typical concrete
block construction
L
RIGHT ELEVATION
12
'4 SLOPE
Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #11651.12
26 ga. Sv 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. side laps and L" end
laps fastened with corrosion resistant tin caps and with 5" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12" o.c. n field. Attach
deck to trusses using attachment daltail on this sheet
12
SLOPE 4
COVERED
PORCH
5/8" thick x 8"w cut
coral finished stucco bands Finish Columns with /
5/8" thick cut coral
finished stucco bands
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #116S1,12
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 felt underlagment installed with min. 4' side laps and 6" en
laps fastened with corrosion resistant tin cops and with 1.25" ring shank nail
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail onithis sheet
GRESS GRES5
0'-0" = Finished Floor
5/8" thick light textured
stucco on typical concrete
block construction 1
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors.
Windows & Skylights
Opening
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
Type
NUMBER
1Y2,3
Mi Windows
x gpoons WW miri pCn cyt9un at ma
roe each corner end L o.c. 'h "after through T Buck into mar
t4
FLU 17499.2
Single Hung
Series 185
and doors
Poled CMU wait maintaining min 2.5" edge distance in strict adherent,
to the product approval.
A
I1-0330.02
Overhead
Model 824/811
9'-4' max width
DAB
n % 6- 5Tr back to co CNLI Weak Oth $411d filed call With
;ihsiz°be �va ;. awns 3/6' x. ' ilti He Sleeve veanctrackharrs at buck
ill Install
Garage Door
16'-D" max height
g (n 5"T. % 1 5 roll thread leg ¢raw m each tract mwntarcnng
sod: sdy*"d�t�naehe� dto •1W adhars to product approval
n15� aG ler
Elco 1/4" dia. tapcon with min 1.25" embedment at 3' max.
B
FL# 16674.1
Fiberglass
Design Pro/
Smooth Pro
Jeld-Wen
from corners and n.5" o.c. max thereafter in head and jambs.
C
Sliding Glass
Mi Windows
Iq x cons 1 ponetratan at max.
om each corner and ". e1 �our�le row thereafter through
PT Buck filled 2.5"
FL# 15332.2
Door
Series 420
And doors
into solid CMU wall mmntmnmg min edge distant,
m strict adherence to the roduct approval.
Product
NOA/FL
Model #
Manufacturer
Attachment Method
NUMBER
For CMU use (2) 1/4" x 2 3/4" tapcons witfi min 1 1/4" embedment
CM-18531
Mi Windows
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25"
Mullions
FL# 15353.8
vertical mullion
and doors
self tapping screws per clip as shown in product approval.
Roof
FL# 11651.12
5V Crimp
Coast Supply
2G ga 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
woof screws with self sealing washer at 12' o.c. max spacing over ASTM D
Metal RoofingGulf
and
manufacturing
lwithfelt
it1ln caps 1.25"laringashank nails
apsefasten d corrosiiona4eastantment
and with
spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail an roof plan
THESEPIANS AND Av CORRECTION DRK
ARE SUBJE� FIEL0 NS�M'SP;_01 O HAZ
REQUIRED opQ�,
MAV BEv w TH AEI^ °Pq "IG�
iration I Design Pressure
s
of Approved Tests
± 60 per
9-21
+ 50.0/-60.0 psf
+ 50.0 PSF
± 48.2 PSF
ration
Design Pressure
of Approved Tests
BLES SHOWING
C COMPLIANCE
Att �T CTURE
S
+ I I BU P
AND
ITR ,t
,LAND
REMA
CODE MUST
UNTIL INSPECTiON;REAPPROVED
SAND WINDOWg
- 108.5 PSF
Siding
Stucco on Block
Soffit
FL# 12198.3
Model T4 12" vented
Vinyl Soffit
Kaycan
Install
#81x
'
using 2" x 2" battens at L" o.c. screwed to soffit framing using
using
3" wood screws at each truss.s Install soffit to with S/S" As.head.
dia. x 1.5" Iona find shank nailHurricane
+55.0/-35.0 PSF
Panels
Flu 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2' dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long SS screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 13" o.c. at the top
± 45,0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer I of Record )
2" x 4" top plate
2"
O.H.
THESEI
ARESU
REQUIR
MAY BE
COMPLY
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood r7eck 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 6" end
laps fastened with corrosion resistant tin caps and ith 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 11" o.c. in field. Attach
deck to trusses using attachment detai on this sheet
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELE\/ATION
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411451.12
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 felt underlagment installed with min. 4' side laps and 6" 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 l on this sheet
C
12
4 SLOPE
SCALE: 1/4" = 1'-0'
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plgwood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
,H.
®®®® ®® ®®®® yq4 ��9�A� 9p rHF FNps l J'�
5/8" thick x 8"w cut
coral finished stucco bands FRONT ELEVATION
1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" 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
SCANNEd
BY
St Lucie CountY
ST. LUCIJ cNT" BUIaLDING DIVISION
REVIEWED FOR OJ�PLIANCE
REVIEWED_ BY
DATE
PLANS AND PERMIT MUST BE KEPT ON ]OB
SITE OR NO INSPECTION(S) WILL BE MADE
1"x6" #10/10 WWM on 6 mil
Visqueen
over
clean compacted termite treated fill
nterlor Non -Bearing Partition
nts
Braden t
Braden AIIA, PA
Wynne
Building
Corp.
Architects
- Planners
BE
S.E. Coconut Avenue
THE
IIII
UU
N
D SC
(112) 281-8258
T-I
Fax
: (712) 281-8283
Spanish
Lakes
E-mail:
bradenaiciscomcast.net
St.
Lucie
County
Florida
Stuart. FL
34994 #AACOO0032
1=10�
SCALE: 1/4" as 1'-0" FILE COPY
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 Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocitg: 165 mph ultimate
Mean Roof Height:�I_-0"
Roof Pitch: 4:12
Internal Pressure Cos if ent: ±0-18
Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu
Width of Roof End Zone: 3'- " Wind Speed: 165 mph ultimate
Wind Exposure Classification: C
Tg l` OJTCH
Adjustment factor for Exposure Height: 1.21 x 04 = 0.126 ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: 0.LDL+0.61AL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf
Roof Zone: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
0 = Roof Zone I
Wall Zone: 5. +35.8/-41.8 psf
Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? es
as Roof Zone 2
Walls Zone 5
Are Components an Cladding Detai s Provided? Yes
END ZONE
Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi
This Building Shall Have the Following:
• Corner Zones
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
Roof Zone 3
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: -A-5- oaf FLOOR DEAD LOAD: 10 sf
JOB ADDRESS:
Model:
Date Drawn
Revisions
REAR
5-9-11
Drawn by:
PORCH
c.c.u.
RIGHT
Checked by:
D.R.B.
Sheet Comm #
i. IS-150i
OF 6
OO �4"
Racesa top plate 6"w x 3/8"d
for steel support angle
CRASH POST D E T A I L see detail on this sheet
TYPICAL DOTES: SCALE 1/4" = 1'-O"
I. Contractor to verify ALL notes and dimensions prior to
36" high by 4" diameter N.T.S.
proceeding with Work.
steel crash oat. FloorSteel supportgie
Flange with 4 - 3/8" Install
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
b�fromeach and
expansion bolts Into one in center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t 5O ksi steel plate) see angle detail
a minimum 1,400 P.S.I. fiber stress.
6" 1/2" drywall
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
2ra" 2ra"
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
o
Counter top - verify type
with contractor
Base cabinet
2" x 8" wood studs
at 14" o.c.
2" x 8" PT wood plate
6. Drywall at ceilings shall be leveled and attached to bottom chord
�3/e
2,'
KITCHEN ISLAND FRAMING DETAIL
of trusses with screws per FBC R102.3.5.
4„
2'/,"
°
Attach buck to block wall with
1. ALL wood in contact with concrete shall be pressure treated.
o 0
1/I I / dia.4" penetretrElccont screws with min.
ation at 12" o.c. max
S. ALL wall dimensions are nominal and not finished wall or stud dimensions.
�2
and 4" max from each corner thru
9. ALL plumbing fixtures to be low flow.
Exterior face 2" x 6" PT Buck
of wall
10. Contractor to Provide Drain at water heater in accordance
ariee
with the current edition of the Florida Plumbing Code,
II. Contractor to Provide a 2'-8" wide door at one bathroom for
tie wood screws thru jamb into buck
handicapaCCeSSlbrllt requirements.
y q
Zia"
2'/i'
at each hinge and 15" o.c. max and
Detall at Door prior to door attachment
12. Lowest finished floor to be set bg Governing Building Department ''
6"
''
surveyor t0 set In field.
NTS
13. Separation between residence and garage shall be per FBC R302.6
INSTALL VULKEM BLOCK SEALANT
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
Water Heater
INSTALLATION
Install windows thru buck into
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC
R302.9.1
block with 3/1C tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
llo. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 pert
FBC R302.9.2
Exterior race thereafter
andisillaper product approval
11, All exposed attic insulation materials installed On attic floors shall have a critical radiant
of wall Back to be I" x 4" PT
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies
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 TID
18. Gypsum board material Shall conform to ASTM C36, C19, C415, C514, CL30, C931
C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed r' P.T. Buck nailed to
lock with case hardened nails
according to the following: (FBC R102.3.5) Detail at WIndOWS prior to window attachment
I" x L" P.T. Buck nailed to Masonry Beam NTS
/
Drywall Location Orientation Framing Max. spacing Nall sizing options for block with case hardened nails
Thickness Member of fasteners installation of drywall Into prior to doorlattachment
Spacing
Maximum
Nails
Screws
wood framingmembers
2" x min. thickness
Ceiling
Perpendicular
24"
7
12"
13ga 1 3/8" long with 19/L4" head
0.098" diameter x 1 1/4" long
�2 "
annular -ringed or Sd cooler nail
OR
0.080" dia. x 1 5/8" long with
Walls
Either
it
8"
16"
Direction
15/64" head
OR
Gypsum board nail 0.084" dia.
x 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
T,
12"
13ga 1 5/8" lloong with 19/64" head
O
0.098" diameter x 1 3/8' long
annular -ringed or 6d cooler nail
OR
Walls
Either
16"
8"
16"
0.092" dia. xx 1 1/8" Ion with
g
Direction
1/4" head
OR
Ggpsu/ board nail 0,0915" dia.
x l/8" with 19/44" head.
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A13(.l and A131.1
20. Cement, fiber -cement or glass mat g psum 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 accompanylnAsmoke
developed index not to exceed 490 when tested in accordance with STM E 84
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II15IJ2
26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5"
d wooscrews 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 6' and
laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails
spaced (" 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 truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
18101ba. uplift
Aluminum Drip ---' f
Edge t Fascia Z
2" x 6" Sub -Fascia
Kaycan full o vent vinyl soffit i
using 1/8die shank x 1.5" long
roofing nails with 3/8' dia. head
product approval - see chart el
5/8" thick light textured
stucco on typical concrete
block construction
#S bar vert. w/
30" overlap
at each filled _ cal
Grade
'''I=1111
TYfi iCAL
#I
12
4 F—
W ood
Base
wro
SECTION(
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
\R-30 blown fiberglass
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
-and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) 45
bar cont, for bottom row over openings
1/2" drywall over I" x furrin
strips at 16" o.c. with R4.1 P1rfoil
_insulation on typical 8" Block walls
All drywall to be installed per FBC Ri02.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type M. onTy proportioned per FBC RbOl.l
and Mortar fonts shall comply with FBC RL07.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) #5 bar vert. (typical).
-Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L"xL" 410/10 WWM on L mil Visqueen over
/ clean compacted termite treated fill
IIII—
14" x 14" Concrete footrng
with (2) 45 bars Cont. and #5
transverse bars at 48" o.c.
scale : 1/2"
Install SGD thru buck into
block with 3/16" 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
O
Use 3/IL" tap -con with
1 1/2" penetration at 6" o.c. max,
from each corner and 20" o.c. max
thereafter at sill per product approval
I" x 6" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
9177!7—,,/-2T
sliding door
iv Masonry Wall
" \
Bottom Track Typical Flooring
Sill install SGD thru buck into
block with 3/16" tap -con with
S l I d i n g Door D t a l l 1 1/2" penetration at 6" o.c, max.
from 20."
each corner and o.c. max
thereafter at Jambs per product approvaiJ
Atli 1✓fasonry Wall NTS
a m b
Window Schedule
Mark
! Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-S%"x 4'-1 %a"
54Ye"x 5-4Ye"
Single Hung
ZONE 4
2.
L'-2/e"x 5'-3 %a"
15" x 63/1"
Single Hung
ZONE 4
3,
2'-2" x 3'-2'/2"
21Y2"x 38V
Single Hung
ZONE 4
4.
V-1" x 5'-31/,"
38" x L3'/4"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
mullions per elevations.
windows to withstand pressures in permit Info box on sheet I
irid
LLIII windows in bathrooms to be tempered
Ai
A I rdugh opening dimensions to be verified by contractor
wi h anufacturer s specs prior to construction
Door Schedule
M
rk
Size
Rough Opening
Door Description
PRESSURE ZONE
Ok
9'-O" X 1'-0"
108' x 84"
Overhead Garage Door
ZONE 4
Ci'-O" X L'-e"
41"%4" x 83s/a'
Fiberglass Panel - Inswing
ZONE 4
-O' X L'-8"
x 81/2" a°":.c'"
Sliding Glass Door
ZONE 4
-O" X c-8"
Solid Core - Wood - L-Panel -Br-Fold Finished 24" x 81 %,"
all /
-6" X 4'-8"
Solid Core - Wood - L-Panel
-0' X C-8"
Solid Core - Wood - L-Panel - Bi-Fold
11
-8" x L'-8" x IN"
Solid Core Wood, Steel. or Masonite Door
I.
-8" x 6'-8"
Solid Core - Wood - L-Panel
-L" X 6'-8"
Solid Core - Wood - I. -Panel - Bi-Fold
Verify attachment
hole location with GC
prior to fabrication
ALL
Exterior doors to withstand pressures stated in permit info
b
X
on sheet #I
3/8" thick
steel Brack
AR
GE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND
THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
Al
roilgh
opening dimensions to be verified by contractor
wi
h m�¢¢fnufacturer
s specs prior to construction
12"
6"
COUNTER TOF BRACKET DETAIL
U0uU
_
H.B.
O
W
W
W
(L
r
W
F
11
12" 8'-10Y2" "
2
�o 00 00 00 0
EGRESS O a
O Oi
Filled cell under P O R C H
Q r - girder above
WIRE LATH t STUCCO
CEILING
1"i,ASTER
BEDROOM o
rika'-O'. A.F.F. �� ZE
Flat Ceiling
I
o
O
Vanity to be
34 Y2„high
Rod t Shelf _ 8'-O" tol9'-8" A.F.F.
Vaulted Ceiling
J M �= GREAT' ROOM
N
-0
° LOS T 1-0 i ■
Rod t Shelf n r0 a
I N 21n� m
—
32" DRYER ASHER I °
5'-3" in I
9' 51, ° LAUNDRY a I
N jjhLB'-O" to 9'-8" A.F.F. O
Vaulted C ding
"
� �� YanityO be ( DINING
8" 42" 34 Y2"high I I ROOM
7in counter tops to
5'-3" 11 `r' overhang wall 1.5" 3/8" thick steel p
90„1 counter top supp its
eq eq- coun er to
to r
O6 over a n g wall 1.5141, CAB
� m
SECOND +41" high wall O o DW
a BEDROOM KITCHEN i o
A.F.F. 8'-O" to 9'-8" A.F.F._ i
Flat Ceiling r O I Vaulted Ceiln O 1
F Upper cabinets to I g
1 extend over Ref. 1
MICRO Av
12'-8° _JRFCL
. NON-V NT
411 L'ImNINGR L — J H.B.
V — — — a
R-II Bette I
THIRD O Provide auto O W H m
Ocloser +m Steel Ballard
BEDROOMSee detail an this sheet
Flu W I
J F---,
22" x 54" I
1 = € I Attic Access
with light
A.F.F. rn I � Q _ w - - - - - J
Flat Ceding 8'-O" Aya
r o Flat Ce
O 1 GARA
12'-8"
Block wall in 0� MT Q 0 /garage to beFILE Cuo'll
,, `R-u Bact. mwiee,on Provide auto O 2'_8„ Q / struck block �
closer
150 Amp
Panel EMERGENCY °
r-----------------1 EGRESS °
I r I O
I I I
o GOLF CART(co
i I I
GARAGE
I I I I in
O I 1 E
A O O 00 ----- OO O
IE0
2'-8" 2'-8" 6'-4" 2'-8" I 9'-01, O 2'-8"
Braden t
Braden AIA, FA
Wynne
Building Corp.
Architects
- Planners
Telel
S.E. Coconut Avenue
(112) 281-8258
THE
W
i
N
D S �
Fax
E-mail:
: (112) 2 ®1-8283
bradenala comcast. net
Spanish Lakes
Stuart, FL
34994 #AACOO0032
Sp. Lucie
Count Florida
y
Square Footage Breakdown
Total A/C Space = 1,153 sq. ft.
Covered Porch Total = 212 sq. ft.
Garage = 459 sq. ft.
Total Cubic Ft = 14,02-{ Under Roof Total = 2,484 sq. ft.
MODEL: bate Drawn : Revisions Sheet Comm #
5-9-11
REAR Drawn by:
PORCH C.C.U. 2. Is-iS9
RIGHT Checked by:
D.R.B. OF 5
STRUCTURAL
NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
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
10
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.
II.
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
12.
(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 13 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
BUILDING CONSTRUCTION
6.
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
1
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
ATTENTION OF THE ARCHITECT.
8
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
16.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
17.
FOUND/47ON FLAN
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE T DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS I ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOC1 TY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE="C"
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t
A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 307 STEEL.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FR MES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITEC URAL OR MECHANICAL PLANS WHERE APPLICABLE.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3'
BEAMS: 1-1/2"
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ALL STANDARD I LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
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 2S00 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....
S. Contractor to provide filled cell with concrete and I US bar vert. at 48'
O.C. max. Provide (1) filled cell on each side of openings upp to S'—Il" Wide.
Provide (2) filled cells on each side of openings from pI—O" to q'—II"
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
7. Contractor to provide for soil test prior to construction and provide
a copy Of Boll test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade �0, meeting ASTM A—l6 and
A-3S 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.
45 bar vert. w/
30" overlap SEE TYPICAL
at each filled cell_�Zr*�
_SECTIONS
Fi
4" concrete slab with fibermesh OR
CxO 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
m — _
(IIII IIII— 14"w x 14"d concrete monolithic
L footing with (2) #5 bars Cont.
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
n.
101, (2) 45 bars cont, bottom steel
12"
% DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = I'-O"
12" x 12" concrete column
block filled with concrete '
and (2) #1 bars vert. tied
into lintels above
Top of Tooter
ib" below finished floor
i." -c
Verify house slab
height in field
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous
GRADES
SCALE: 1/4" = I'-O"
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS
F
12"W
X 14"0
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
30"
x 30" x 16"p
COLUMN FOOTING WITH (4) 45 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
th
Wth
With
Curb at Garage x 14"D
MONOLITHIC FOOTING
WITH 2 tt5 BARS CONTINUOUS - CURB 9 0'-0"
F6
12"W
X 18"D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
6 x6" 410/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
P n;Pf�Ll QI A = =n/-= n=T A 11
SCALE 1/2" = I'-O"
#5 bar vert, w/
30" overlap
at each filled cell
SEE TYPICAL
ECTiONS
Adjust curb height
based on gar. Floor
slope.
#5 bar in curb
4" concrete slab with' fibermesh OR
VxC #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
Grade
mE_ —
I— III i 1 I 14'w x A"d oncrete monolithic
footing with 2) #5 bars cont.
—I
I
14"
30"x30"xl6" concrete
column footing with (4)
45 bars each way
SCALE 1/2" = I'
Sj GARAGE CURB DETAIL
-J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
tt5 bar cont.
e
v-
a
10" (2) #5 bars Cont, bottom steel
12"
DETAIL AT 9" GARAGE STFEPDOWN
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 rot 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 6" 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 ITS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location #5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
AM
Double Filled Cell Column Single Filled Cell Column
NTS NTS
Braden t Braden AIA, P/4i Wgnne Building Corp.
Architects - Planners
S.E. Coconut Avenue THE W I I� D S C
Telel (112) 281-8258 I
Fax : (112) 281-8283 Spanish Lakes
E-mail: bradenaia comcast.net Sp. Lucie Count Florida
Stuart. FL 34994 #AACOO0032
MODEL:
REAR
PORCH
RiGHT
4Ct n,.
late Drawn
5-9-11
Drawn by:
C.C_U.
Checked by:
D.R.B.
12" x 12" concrete column block filled
with concrete and (2) #T bars vert. tied
.._. _ I_ - -' - -
Revisions :
FI
Sheet
3
OF 5
Comm #
Is-IS9
ROOF SHEETING
ATTACH1IE.NT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 98 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
41,
611
8d ring shank
14 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
6"
41,
3*8 wood screw
112.5 psf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide #5 bars with min. 48 bar Prov
diameters overlap into beam. Tie lintel
filled cell steel into continuous the c
beam block steel.
Provide Cast -Crete
8Ue-OB/OT precast = -
lintel set in mortar
Min. 8" Bearing -- 1 - -
Verlfg with Plan
Concrete 12"x 12"
/ Lintel Column Block
Rebar
Rebar <48 Bar Dia.
Min. Overlap
Column to Lintel 4ttachmert
NTS
ovide PT Buck
.ached per jamb
mils into filled a
4" Pre -cast
Sill \
95 bar set in pre -cast R C C F F L �4 `N q,-Al
beam where length or
ng calls for it. — Overhangs at I —OII Unless otherwlse noted On
— Roof pitch at -4:12 unless otherwise noted on
— Truss shop drawings to be provided by manufac
= — Any changes to this plan shall be Submitted tc
- architect for approval In writing prior to start
a — ALL TRUSS TO TRUSS CONNECTIONS E
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Pric
Poured Felled Cell to construction for layout and Uplift verlf Ieatio
— Contractor to provide for Form Board Survey
Form Board Survey to Truss Company prior t(
Provide #S bars with min. 48 bar
""me tar overlap in filled cell. Tie
filled callsteel into continuous
Tooter steel.
views
C crete Anchors Per
Poured Concrete or Ma ufacturers Specs
concrete block wall I/9"Maz.
I
I Aluminum Panel
I sizes per manufacturer
2 i/ 1'
2 1/x 5ee Tgeical Stud Detail
I
I
SINGLE PLY REAR GIRDER TRUSS --(I—
I
non sis d
I
Nail 2" x 4" blockin to vert. le of s
truss with IOd x 1.5 nails at 4" o.c. 1 v
1
n Install Simpson MGT into wall usmga 1 a
5/8 dia. threaded rod set min. IZ I
into wet beam and (22) IOd nails into truss
TRUSS BLOCKING DETAIL
AT GiRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Tygpe 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plgwocd nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111451.12
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 1--)(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.23" ring shank nails
spaced 6" o.c, at all laps and two stagggered rows IZ" o.c, in field. Attach
deck to trusses using attachment detal on this sheet
Additional Precast Lintel
45 bars
Lintel
Bar
Clear
u u
A
II u
B
Length
Length
Span
Bars
Bars
r' 9 r 9'f''' CLEAR
:;.:,. ,
2'-10"
2'-8"2,#3
none
1 I 1 1
----y iL ---- y is. ---- y
3'-6"
3'-4"
2'-2"
2,43
none
8PB-OBAT SF8-IBAT SF8-IB/2T
Additional
4'-0"
3'-10"
2'-8"
2,43
none
#5 bars
CLEAR ; :�a?. �:.:
4'-6"
4'-4"
3'-2"
2,#3
none
•:;" One Row of "H"
5'-4"
5'-2"
4'-O"
21k3
none
Block Above ;',a.;:
2,#4
none
r 9 Precast Lintel r :fo
6'-4"
2,#4
none
Additional
t__ y tt5 bars
1'-6"
l'-O"
6'-2"
2,45
none
8FIL-ISAT BFIL-I13/2"r
i'-O"
2.45
none
NOTES:
ALL reinforcing steel is grade 60.
I. min. coverage of steel=1.5"
2. min. bearing required a ea. end=8"
B. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Grote
Specification
Rows of
"H" Block
Above
Bottom
Steel
S1ZO
Top
Steel
Sae
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2'
3'-L"
BFB-OBAT
I
#5
3069
ISL9
1024
L31
2'-L"
2' -B"
V-1'
4'-0'
SF8-OBAT
I
#5
25LI
1343
163
L45
4'-5°
I 5'-10"
BFB-OBAT
I
#5
1105
909
1 339
LSO
5'-0"
ill'-L"
eF8-OBAT
I
#S
1238
835
1 121
LLO
6.'-8"
T-V
8F8-OB/IT
1
95
loll
121
534
LBO
8'-0"
T-4"
BF8-IS/2T
1
#5
2
#5
152
591
512
L90
T-O"
10'-6"
SF8-8/2T
1
#5
2
#5
643
530
401
L90B
9'-O"
10'-4"
BFI6-I15/2T
ONE
1
#5
2
#5
1593
1183
401
LI00
10'-0'
II'-4"
BF8-IB/2T
I
#5
2
#5
582
494
452
LIOOB
10'-O"
1 ll'-4" 1
812I4-I13/2T
ONE
I 1
#5
2
#5
131.L
1028
452
L120
12'-0"
13'-4"
BPS-I13/2T
1
#5
2
#5
411
428
324
L120B
I2'-0'
13'-4"
BFIL-I15/2T
ONE
1
#5
2
#5
1015
110 1
324
LI40
14'-0'
15'-4"
BFI6-6/2T
ONE
1
#5
2
#5
1250
L09
259
LILO
IL'-O'
IT-4'
8F8-IB/2T
I
#5
2
#5
300
192
194
LILOB
IL'-O"
IZ'-4"
BF16-I15/2"r
ONE
1
#5
2
#5
950
500
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
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails -
( 24" o.c.) suppporting Max.
1810lbs. uplift
Aluminum Drip ��"
Edge t Fascia
12"
2" x 6" Sub -Fasts
Kaycan full o vent vinyl soffit installed
using 1/8' dia shank x 15" long gale.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
12" x 12" concrete column
block filled with concrete
and (2) #1 bare vent. tied—`
into lintels above
thicken edge to 8"x8"
with concrete and
one tt5 bar continuous
BEYOND
Top of footer
14" below finished floor
12
4 �—
Aluminum Drip -
Edge t Fascia
Poured Concrete or \
concrete block wall
Concrete Anchors f
Manufacturers Specs
Flu
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d ds
at each web
1/2" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no lose than 1-3/4" penetration into
horizantal wood framing and 3/4' penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vent. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess,
ee aiee
Step per foundation plan
Wood
Base
ed Shutter Detail
1/8" x 3/32" Wing Nut w/
appropriate washer and spacing
per manufacturer's Details
Stud Detail
Stud w/ Die Cast Zinc
Nickel Plated Wing Nut
nts
Brace Gable end
with 2" x 4" SYP 92
8ft back nailed to bottom
Of top chords using (2) 10(
nails at each truss
'RE -ENGINEERED LL
0 24"o.c. TYPI
( shop drawings bg mar
" \R-30 blown fiberglass
in bottom chord of trusses
1/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitut
precast lintel filled with concrete and (1) tt5
bar Cont. for bottom row over openings
1/2" drgwall over I" x Furring
strips at 16" o.c. with R4.1 fr-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R-IC
and shall meet all pertaining ASTM codes
m Mortar to be Tgpe "M" only proportiorl
and Mortar joints shall comply with FBC
Provide Dur-O-Rock at all wet areas (e
Fill cell with concrete and
(U #5 bar vent. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L"xb" #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
.,. .i. .. �II—Till=1I�I-1II1=11II 11141a FI
3 Typical Section dt Front Porch
Scale : 1/2" = 1`-0"
Braden it Braden ,AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E—mail: bradenaiascomcast.net
Stuart, FL 34996 #AAC000032
Simpson l-IETA 20 Strap truss to wall using Simpson MGT with
hurricane anchor at each truss 5/8, dia. threaded rod with min 12" embedment
r n All r .1 into beam either wet set or in ehnxu Iwth
Wynne Building Corp.
Spanish Lakes
St. Lucie County Florida
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
MODEL:
REAR
PORCH
RIGHT
Date Drawn
5-9—I1
Drawn by:
C.C.U.
Checked bg:
D.R.B.
Revisions :
Provide downspout
Sheet Comm #
'4. Is-Isq
OF 5
PANEL
"A"
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#8
A/C comp
I
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. we HTR
5
6
Range
#6
12.0 kw
50
2
8
I
20
1.8 kw
#12
Pump
9
10
Dr er
$10
5.0 kw
30
1 2
II
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
L2 kw
20
1
1
20
1.5 kw
412
Microwave
IS
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
412
Kitchen S.A.C.
11
i8
Recepts
#12
20
1
1
20
LS kw
#12
Kitchen S.A.C.
19
20
Recepta
#12
20
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 kw
412
Garage Door Opener
23
24
Recepts
#12
-
20
1
1
20
1.4 kw
912
25
26
Recepts
#12
20
1
1
20
1.92 kw
#12
21
28
Recepts
#12
20
I
1
15
#14
General Lighting
29
30
Recepts
#12
20
I
I
15
414
General Lighting
31
32
Recepts
412
20
1
1
15
#14
General Lighting
33
34
Exterior GFCI
#12
20
1
1
15
#14
General Lighting
35
36
Bathroom GPI
#12
20
1
1
20
#12
Smoke Detectors
31
38
General Lighting
#14
IS
I
1
20
#12
Bathroom GPI
39
40
General Lighting
#14
15
I
s are
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qty.
Watts
Total(Watts)
General Lighting (3 watts sq. ft.)
Small. A.p. hance. Crrcult(s) . _ . ... ... .. ...
Range ..
Refrigerator, .
Microwave ............................................... .....
Dish Washer
.................................................................
.Clothes.Washer...............................................
Clothes„Dryer.. ......... .................. .......
Water Her
......... .... ......... .................. ..... ......
Water. Pump ................. ........ ........................
Garage _Door,Opener................. .......... ...........
1135
3
5,205
2
1,500
3,000
1
12,000
12.000
1
1,200
1,200
1
1.500
I.500
1
1,200
1,200
1
1,200
1,200
1
5,000
5,000
1
4,500
4.500
1
1,800
1,800
I
silo
810
Total Watts
31,415
First 10000 Watts 5100%
I
1o,000
10,000
Remainder 21,415 940%
1
O
10,946
Electric Heat or A/C 10,000 965%
1
10,000
10,000
Calculated Load
Watts
30,966
Volta e
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical 5 mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
Pe
Push Button Switch
�AA
Exhaust Fan
Duplex Outlet
Y
Ceiling Mounted Light
Special Receptacle
o-
Wall Mounted Light
"®
Waterproof, ground fault interruptef
Light with Pull Chain (attic)
Floor Duplex Outlet
©
Computer Connection Jack
cn
Carbon Mono)ade Detector
Flood Light
TQ
Thermostat
®
Electrical Panel
®
Central Vac
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
Ft
Telephone Jack
A Di c
A/C Disconnect
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
PKR
Speaker Hook -Up
I❑
Intercom
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = Balanced Air
Electric Notes:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1 Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are reqquired in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1602
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in i=VC
II. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed by a licensed electrical
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all fees, permits, testing, and
inspections including blower testing where required.
I+ All Work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the work.
IL. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone company.
#2/0 Aluminum feed
I h' Conduit �
2" PVC (
A/C disc.
IS
O
PANEL
2' rigid service FPL Bara s6 copp%� wise
to #5 coot. re wire
in slab
ELECTRICAL RISER
124 CFM
IOxIOxb
PORCH
MASTER
BEDROOM
I
12xI2xIO i
124 CFM B/A
IOxIOxb
\; 141 CFM I 141 CFM
�.' IOxI0x1 I IOxlOxl
i Ii
x1, I
1\----
12xIixTd 1 I
B/A I
8x4x4 I
9 CFM
REAT1 ROOM
LOSET I
I
Vent thru 8x4x4 o
Soffit -- -- 50 CFM
DRYER ASHER
I
LAUNDRY
68x'4x4
141 CFM
U I6 CFM
Sx4x4 "-'
T
12xI2x8 Rl,
B/A���
II1 CFM
12 xt x1
SECOND
BEDROOM
12xI2x8
B/A
THIRD
BEDROOM
100 CFM
lOx6x6
160 Amp
Panel
GOLF CAR -
GARAGE
i
I
I
I
I
I
I
1
I
-
Contractor shall use AL-CU Landing
lugs. NTS
-
Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
19.
The electrical system shall be
completely and effectively
grounded as required by the latest edition of the N.E,C.
20.
All material shall be new and
shall bear underwriters'
labels where applicable.
21.
All equipment and panel sizes
shall be verified before
ordering. The contractor shall
provide circuit routings t
suit the Job conditions.
22.
Furnish and install all fixtures
as called for on the pla
IS
or as selected by others.
23.
All raceways and pipes placed in or through any coot
ete
slab shall be spaced a minimum
of three diameters of t
e
largest conduit or pipe from any other service.
24.
All exposed wire below 9'-1"
shall be installed in meta
EMT
conduit.
25.
Dryer Vents to be installed
per FBC RM1502
12 I IOxlOx1
I
DINING
ROOM
I
I
a" o I DW
I
"I
I
I
I 124 CFM
I
IOxlOxb
16"
KITCHEN
20x2O
MICROWAVE
NON -VENT
/ CT
38-
OPENINGR
L
I
I`�Hr
�� I
14"1
W.H.
I
I
4" o Steel Ballard
See detail on this sheet
\u I I
- - -
>
I
2 x 54"
1
=Oil
I
Attic Access
1
Q 1 1
with light_�
----
LR _
8x4x4
rt-4s. CFM
GARAGE
r----------------- i
I I
I I
I I
I I
I I
I I
1 I
I I
I I
I I
I I
I I
l� C�- 4 N I C 4L L4YOUT
O= THERMOSTAT LOCATION SCALE: 11 4 " - I' - O i'
Braden It
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(7712) 281-8283
E-mail:
bradenaia8comcast.net
Stuart. FL
34994 #AAC000032
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Install Guist
under disc. -
not shown for
clarity
U
Q
=19 MASTER
4] BEDROOM
\
PORCH
WP GFCI
I
I �
i
I
I
I
1
GREAT ROOM
I
®I
/I
/ I
/ 1
/
.8 ,'� DINING
ROOM
� I
I \
I \\
FCI _ _ _
CAB
GFCI O eg'
I I 1
KITC HEl I qrc
c `Id I ® MICRQ,WAVE GFCI
/ REF. NON -VERTU
38' CLEAR O
/ EKING J
- GFCI GFCI
/ \ See detail Ballard
nallthie sheet
Fr 22 x 54"
= O 1 S ! -Attu Access
1 m l uiitlijhght I
�I L---�-
® 1
OPTIONAL PANEL
-5 LOCATION
G,4PAGE
/ 1 GFCI \
150 Amp I /'LPgBht \ \
Panel GFCI to corner \ GPC1
r - - - - - - - SZ--------�
Garage / I Garage
Door I / Door
Opener I / I Opener
I
GOLF CART' �
GARAGE
GFCI I 1 GFC1 to garage lights
ELECTRICAL �=L,4N
Post Light with O
SCALE: 1/4" = 1'-0" Photocell
Center F t L lit
S
I A— (
f Il��lll I
I
,I CLOSE I
DRYER AIW 5HER11
LAUNDRY
/lam
11 ITVI
SECOND
BEDROOM// I
/ I
/ 1
THIRD
BEDROOM, -
or
FA
Attic ventina Calculations
Total Attic Space = 2101 sq. ft.FBC 2309.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Wynne Building Corp.
Spanish Lakes
St. Lucie County Florida
MODEL:
REAR
PORCH
RIGHT
between drvew ge
Date Drawn Revisions
5-9-11
Drawn by:
C.C.U.
Checked by:
D.R.B.
E Wire For
Front Post
Light
Sheet
Comm #
Is-IS9