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4 1 SLOPE
Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12
2L Ia. 5v crimp metal roofing attached to plywood deck using #61 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 end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nals
spaced L o.c. at all laps and two at red rows 12" o.c. in field. Attach
deck to trusses using attachment detar on this wheat
I
COVERED
PORCH
r
7nish Columns with 5/8" thick x 8% cut
coral finished stucco bands
5/8" thick cut coral
finished stucco bands
LEFTS"F� I
oil
SCALE: 1/4' - 1'-0'
Gulf Coast Supply and MFG 5v Cnmp Metal roof)ng FL 4
IIL51.12
26 gga. 5v crimp metal roofing attached to plgwood dock using 1t9 x I.5"
wood screws with self "sing washer at 12" o.c
. max spacing over ASTM D
(tgps 2) 30 Ib felt underlagment Installed with min. 4 side laps and L" and
laps Paatened with corrosion resistant tin caps and with L25" ring shank Wade
spaced 6 o.c. at all laps and Lwo ataggared rows 12" o.c. in field. Attach
deck to trusses using attachment detal on this sheet
5/8" thick light textured
stucco on typical concrete
block construction
NJ
Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5'
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
paced V o_c_ at all laps and two�staggeredLrows 12` o.c. in field. Attach
5/8" thick x 8"w cut stucco on -typical concrete
coral finished stucco bands block construction
REA;,�111 ELEVATiON
Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL u11G51.12
2L ga. 5v crimp metal roofing attached to pigwood 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 end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
dpss aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
ek to trusses using attachment detail on this sheet -, _
12
SLOPE 14 12
4 SLOPE
EGRES EGRES
PER D
® d
_ _ 0'-0. _
r,--------------- — — — �.� — � — —-------- --
5/8" thick light textured
ELEVATION
\ / /� I stucco on typical concrete
RIGHTd. E Y A T i O I �l block construction
SCALE: 1/4' - II
Product Approval Submittal Affidavit
Opening 8oheduis 81 Doom Osarhsed Doors,
SMing Doors,
windows & Slglishls
TYps
NUMBER
Product
Model /
Manufacturer
Gass
Attachment method
Date �
o1 signApppressure
Tests_
1.23
t4
FLri 239.3
Single Hun
g g
SH-100
Impact
PGT
5/I6"
1/4" a. tapcons a/ wan. I g/a" psnotrati u y
specs per pr do uet approval. Contractor s�all adhere to
inn. edge dratences speedied in Product approval
+BOA PSF
—
A
I6-0330.02
Overhead
Garage Door
Model 824/8h11
L=0• nmc lidiyliit
®ASS
"v.rt. =q s . TOPIC c . e .a
"'7"4e0ft"i`-`��"
10-9
21
+ 50.0/-40.0 psf
B
FL# ILL14.1
Fiberglass
Der n Pro/
Smoogth Pro
Jeld-Wen
Elco 1/4" dia. t con with an 1.25" embedment at 3" max
from corners and oc. max. thereafter in head and jambs.
+ 50.0 PSF
C
FLrt 251.5
Sliding Glass
Door
Series 170
SGD
PGT
I" nom
Type "G5A"
I/4" $a. tapcoo a w/ inn. I (3/Y penotratro�i to to
mnc2 II adge distapneesaspeet r°n Product eplpfsovai
± LO.O PSF
product
NI
NU,
Model
Manufacturer
Attachment Method
tion
Datte
Design Pie mwo
of Appiosed Testa
Mullions
2L1.1
1" x 2 9/4" x .3I6"
PGT
Install or fastener tgpe and spacings shown in Table IA and IS,FLtr
in product approval on shoat 5 or 22.
+ 58.0 PSF
ROOF
FL# 11451.12
1
5V Crimp
Metal Roofin g
GuIP
and
Coast Supply
manufacturing
26 . 5v crimp metal roofing attached to pigwood deck sang s9 x 1.6'
soo�acrsus with salt sealing washer at 12" c.c. max eQacmg over ASTM 0
(tips 2) 30 Ib relt underlagment installed with on. 4 arde laps and Vend
laps Isetened with corrosion rewstant tin cap arid n;h 1.25" ring shank nails
spaced i oc, at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detail on roof plan
— 108.5 PSF
Siding
� -
Stucco on Block
i
soffit
: Lrr 12198.3
Model T4 12' vented
Vinyl Soffit
Kaycan
Install using 2" x 2" battens at L" o.c. screwed to soffit framing using
il8 x 3' wood screws at each truce. Install soffit to battens using
+55.0/-35.0 P5F
Hurric
Panels
I have reviewed the above and approved it
by my seal below. ( Architect or Engineer of Record )
2" x 4" top plate [ ' 1/2' drgwall ceiling on trues bottom cord
I/2" drywall on
x 4" studs at 14" o.c.
base -board 11 II / 2 x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
Vxk' #10/10 WWM on L mill Visqueen over
clean compacted termite treated fill
nterlor Non—Bearinq Partition
SCALE: 1/4' - II
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" COX Plywood nailed at L" o.c.
in field and edges with lOd ring shank galvanized
nails into truss webbing.
BEARING
F
ICI ICI ill Ili Mimi
Ili ICI ICI ICI
ICI ICI 1�1 ICI ICI ICI ICI ICI
- e
nts _
on Aden AIA, PA gnne Building Corp.
Ar$:r��11�����m Plafiners
411 S.E. Coconut Avenue
Tel ('i12) 281-8268 ITHE Wj ND S O R
Fax : (112) 281-8283
E—mail: bradenaiaOcomcast.net
5 anish 15kca
5 . Lucie Countg Florida
SCALE: 1/4' - 1•-0" CODE CO'MPLIANQE
ST. LUCIE CO 13OCC( N� '
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)
I
Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category. II Wind Velocitg. I1,5 mph ultimate
Mean Roof Height: Il'_O• Roof Pitch:
€
4.12
€
Internal Pressure C—oef il�cient: t 0_le
l
SubjectabilitV to damage from: Weathering: Negligible Termites: Vera Heavu
l
Width of Roof End Zone:3'-4" Wind Speed: IL5 mph ultimate
€
Wind Exposure Classification: C
1.21 x O.L = 0.12L
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.tWL
Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf
Roof Zone: 2. +2pp.L/-51.0 psf
Roof Zone: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-40
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal
0- Rod Zan* i
Wall Zone: 5. +35.8/-41.8 par
Wells Zorrcy of
Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3ps1
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
tilt - Roof Zone 2
YYaass
Walla Zone 5
Are Components an Cladding Details Provided? Yes
END ZONE
Minimum Sal Bearong reswre: si. Presumptive: X B Test: psi
.:u ZZ3nes
S E111.11OTJi A ROYAL -FOR A T P O E TION F R O E IN S#
".. w
ROOF LIVE LOAD: 111 par ROOF DEAD LOAD: 10 pal
u,
FLOOR LIVE LOAD: -Ag— per FLOOR DEAD LOAD:J� pef
JOB
AQQRESS:
Model:
Date Drawn Revisions
Sheet C, Drnry
R E A R
3-28-18 5-23-18
Garage floor slope and
PORCH
Drawn b:
Smoke detector revision
15-1588
LEFT
C.C.U.
Checked bg:
Impact
FLOOR PLAN
Recess top plate 6"m x 3/80d
4„ For steel support angle \
CRASH POST DETAIL we detail on this et
TYPICAL NOTES: SCALE 1/4" = 1'-O"
N.T.S. C
I. Contractor to verify ALL notes and dimensions prior to
3C high bg 4" diameter
rOCeedln Wlth WOrk.
p g
steel crash post. Floor steel countertop support an la
Flange 4 - 3/8" Install from
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
with 6" each and 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) we angle detail
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
61,
1/2' drywall -`
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
2h" 2%'
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
°
L. Drywall at ceilings shall be leveled and attached to bottom chord
03/8, 0 2%"
Counter top - verhfg type
with contractor
12' x 12" Concrete column 12"
block Pilled with concrete and
(2) #1 bare veil. tied Into
lintels above
Base cabinet N °
2' x 8' mood studs
at 16" o.c.
2" x 8' PT wood plate
of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL
1. ALL wood in contact with concrete shall be pressure treated. / s'r'
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 2,h„ 2�„
surveyor to set in field. y2„ 14„
13. Separation between residence and garage shall be per FBC R302.6 L"
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
14. 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
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. Gsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C40, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Dr
Thickness
Location
Orientation
Framing
Member
Max spacing
fasteners
Nail wvng options for
drpwali
spacing
installation of into
Maximum
Nada
Screws
wood framing members
2' x min. thickness
Ceiling
Perpendicular
24'
7
12'
13ga 1318N long with 19/64' head
0.098' diameter x 1 1/4' Ion
Y2„
annular -ringed or 5d coder nail
OR
0.080' dia. x 1 5/8' long with
Walls
Either
I6'
a•
16'
Direction
15/64' head
R
Ggpaum board nail 0.0860 dia.
x 15/8' with 9/32" head.
Ceiling
Perpendicular
24"
7'
12'
13go 1 5/8' long with 19/64' head
0.098' diameter x 13/8' long
annular -ringed or bd coder nail
OR
s
0.092" di 1 1/8' long with
Walls
Direction
16•
e•
I6'
1/4" head
OR
G paum board nail 0.09158 dia.
z 7/e' with 19/64' head.
19. ALL ceramic tole surfaces installed shall conform to ASTM A108.1 thru A108.L,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM
C1288, C1325, OR C1118 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 accompa%ing smoke
developed index not to exceed 450 when tested in accordance with ,4STM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Suppig and MPG 5v Crimp Metal roofing FL #11651.12
26od a. 5v crimp metal roofing attached to pluluood deck using #9 x 1.5"
woscrews with self sealing washer at 12" o.c. max spacing over ASTM D
(tope 2) 30 lb felt underiagment installed with min. 4 side laps and 6' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c, at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
.-
�i I
r MASTER
�"'� 2.1
"� 1
�Z�..
4 N BATH o"
I `���„���
2"1 1
KITCHEN
0-1 1
��.„lIae 1
1 uV-11
T AAV
2,4
LAUNDRY 2N 1
3• I 1 1
I.Av-I1
�•
I I 1
,,Y 2N
2N
2' I.Av i
I I i
ao
2'
*Nam-i 3"
2N
i
uo-i I Nj
-ANN E
-GG
MATH it2
2" T-I
3. C.C.
3
SANITARY
RISER
nts
Window Schedule
Mark
Size
Rou h O en.
Window Descrl tlon
PRESSURE ZONE
I.
4'-6/8"x 4'-6 is"
64%s"x 54Ym"
Swool Hang
ZONE 4
2.
6°-2/a"x 6'-3 %a"
15' x 63
ZONE 11
3.
2'-2' x V-2Y2"
21 2'x 38%."
SmgAs Hung
ZONE i
4.
x ' '3
x 3
w
ZONE -43-r
ALL Windows to be aluminum windows w/ tint
and mullions per
elevations.
ALL windows to withstand
pressures in permit info box
on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturer a specs
prior to construction
Door Schedule
Mark
Size
Rough Opening_
Door Descrl tion
PRESSURE ZONE
A
91-W X 1'-0'
lcW x 84'
overhrad Gargle Door
ZONE 4
D
3'-09 X 6'-8'
41'i4' x 83%"
lialibeirdeas Panel - Inowng
ZONE 4
C
6'-0" X V-8'
14" x 81 I/2" b'tt'a
Skilim Gins Deer
ZONE i
D
2'-0' X V-8'
Solid Cam - Wood - 6-Paml -BrFdd
FiniaMd 24' x 81 "
E
2'-6' X C-8'
Solid Cora - Wood - 6-Pawl
F
6'-0" X 6'-e"
Soled Coe - Wood - 6-Paml - i8i-Feld
G
'-8' x V-8' x 1 N'
Solid Care Waod, Sued, or Masomte Door
H
T-8' X W-8'
Solid Care - Wood - 6-Penal
d
T-6" X W-8"
Solld Cora - Wood - 6-Paml - Si -Fold
ALL Exterior doors to withstand pressures stated
box on sheet #1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
in permit info
AND SHALL
ON SHEET #1
Simpson HETA 20 or equal
hurricane anchor at each true* 12
with (10) ncl x 11/2" nailsI' x V P.T. B
e:;7PREr-�F-NGINEFERED TRUSSES
( 24' o.c.) supporting Max 4 1- t 24"o.c. TYPICAL block oath case
18101bs. uplift prior to door a
Aluminum D
np Edge i Pnpia
aacia /-
2" x 6' Sub-Faacia
Kaycan full o vent vhnill soffit i
using 1/8' die shank x 1.5' lore
rodng nails with 3/8" dia. Mad
product approval -see chart si
5/8' thick light textured
stucco on tgpical concrete
block construction
#5 bar vert. w/
30" overlap
at each filled call -�
Grade
el
--1111-
_HHUH
1111
TYPICAL SE
(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
lintel filled with concrete and (U #5
grecast
ar Cont. for bottom row over openings
1/2" clawall over I" x furringg
strips
at I6" o.c. with R4.1 fh-foil
insulation
on t{}pical 8' Block walls
All drywall to ba installed per FBC R102.3.1
T
and shall meet all pertaining ASTM codes.
m
Mortar to be type "M" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas lax showers, tubs etc...)
Fill cell with concrete and
(U #5 bar vert. (tgpical).
Max, apacing shall not exceed
Wood
48' unless otherwise noted
Base
see Foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
�HEM
II
14" x 14" Concrete footing
with (2) #5 bars cont. and #5
C T I ®�
transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Masonry Beam
to /
nails
Attach buck to block mail with
1/4" dia. Elio cant screw with min.
1 1/4' penetration at 12' oc. max
and 4' max from each caner thin
2' x 6' PT Back
as Woad scrams thru jamb into buck
Detail at Door p r to hnae and IS' oc. mini .nil
prior to dam attach "t
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION O
r=
Install wmdaas thru book into
black with 3/I4' tap -can with
1112" penetration at 6' o c. max
from each corrwir and 20' gc. max
thereaher mt JJambs slid io o.o, max
atom face ar head srd sN par product approval
awe , Busk to be I" x 4' PT
�-"x4• P.T. Buck nailed to
block with case hardened nails
Detail at Windows prior to window attachment
NTS
IT
%�^
Z- .• .�
Verify attachment
hole location with GC
prior to fabrication
3/8" thick 6.•
steel bracket
COUNTER TOP BRACKET DETAIL
' Install SGD thru buck into
' block myth 3/I6" tap -con with
1 1/2" penetration at 6" o.c. max.
;.' from each corner and 20," o.c, max
thereafter at head per product approval
O O Use 3/I6" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at aril per product approval
I" x 6" P.T. Buck naded to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
n Masonry Wall
11/2-7
Bottom' Trec Typical Flooring r
Sill Install SGD thru buck into
block with 3/16" tap -con with
Sliding D o o r Detail 1 1/2" penetration at 6' o.c. max.
from each corner and 20." o.c. max
thereafter at jambs per product approval Jamb
At Masonry Wall NTS
0
I
� Darn
i c
to dD � U o
�ma
u
0
o
8'-10/2"
8'-10/2"
T-7 /2"
Filled cell under
girder above
PORCH
WIRE LATH E STUCCO
CEILING
19'-9"
1'
EGREss
13'-II"
MASTER N
BEDROOM
8'-O" A.F.F.
Flat Ceiling
IiL
8'-0" to 9'-I " A F F
Vanity to be
34 Y2o
"high
Vaults Ceding T _ Rod t Shelf
14_ Fr
T- 3 4j[ 4,7
GREA4 ROOM u)
BI OSE�
ao 1141
I„
i
N I Rod E Shelf
w
_ 0 37"Ai
I AbWER DRYER 2" =
Ln IO
LAUNDRY ° 91- "
1 L o
I
8'-0" 0 T-8" A.F.F. N
Vaulted Ceding I
p Q o
DINING
p
4
DOOM I I I 34 Y2" 1 4Z" 18"
3/8" thick steel counter tops to T in
coo to
top supports �0„ overhang wall 1.5' v I I 5'-3"
counter t s to eq. eq. \
overhang wa 1.5" 6N I l C�
OD
---
OW i o o +41" high wall
I I
I KITCJHEN
i W-O" to 9 j" A.F.F.OL
O Vaulted if peer cabinets to
Crextend ove Ref.
CR WAVE
NON VENT REF.
Sr CLEAR n
m
-n Batts Iruaieum O
/"g Steel Ballard Provide auto
ee detail on this sheet closer C
r--- 1 Div
At 1 1 �j/3: eci
L---- � <I
8'-0" A.F.F. d -
Flat Ceiling MIL
ARAGE
Of
O lock wall in
g rage to be OEj MT "11
r+ struck block
EMERGENCY
r - - - -------------7 EGRESS
1 I
1 I
I I r-
I I p
I I �
I I �
I I
I I
Braden t Braden AIA, PA Wnng Building Corp.
Architects -Planners
S.E. Coconut Avenue
Tel (112) 281-8258 ITHE w j ND V O R
Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net
Sppanish Lakes
5t. Lucie County Florida
Zn
I
SECOND
BEDROOM o
8'-0" A.F.F.
Flat Ceding
i
IT-8"
v
O
;,, THIRD
BEDROOM
r- O
in 8'-0" A.F.F. OL_
Flat Ceding
12'-8"
R-a Batts Imdatmn-
Provide auto 150 Amp
�- closer one
-
�- - - - - - - - 7
I In
I
'GOLF CART
GARAGE
Q
W
W
8_
W
H
a-
®
9'-O" 2'-8"
6'-4" -g"
9'-O"
REVIEWED FOR
35'-0" 1,
CODE COMPLIANCE
STN LUCIE COUNTY
Square Footage Breakdownf�.
Total A/C Space =
1,153
sq. ft.
Covered Porch Total =
212
sq. ft.
Garage =
459
sq. ft.
Total Cubic Ft = I4,02�4
Under Roof Total =
2,'48'4 sq. ft.
Date Drawn
Revisions
:
Sheet
Comm
REAR
3-28-18
--1e
523
Garage floor slope and
PORCH
Drawn by:
smoke detector revision
2.
15-158B
LEFT
�.c.u.
Checked by:
Impact
D.R.B.
OF 5
1
i----- e47- -1
0 1 1`Ull.
I
Url;;,/-''tL_ IN1%/ 1 >=.7"
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
8.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
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
9.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
ROOF (DL+LL) = 4-1 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
BE 3000 PSI OR 4.000 PSi GROUT MiX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
10.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MiL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
1!.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
BE
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
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
1 2.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
6.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fib OF 1400 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
15.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
�•
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
IL.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATiON
FLAN
1. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0"
for approval before proceedin 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 #5 bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'-O" to " q'-I1It
FOOTiNG
SCHEDULE
Mark
am
Dose
iron
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 144D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30"
x 30" x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x B"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-0'
12"W
X 18"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
and Provide (3) tilled cells on each side of openings from 10 -0 and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
6.
Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1.
Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8.
ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel,
9.
Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap
Thicken edge to 8"x8"
ECTIYPI AL with concrete and 4" concrete slab with fibermesh OR
at
each Pilled cell
one 45 bar continuous 6"xV 410/10 WWM on 10
mil Visqueen over
clean compacted termite
treated fill
4" concrete slab with Pibermesh OR GRADE
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill ro
Grade
_
—
I
- 14% x 14"d concrete monolithic PORCH SLAB EDGE DETAIL
touting with (2) #5 bars cont. SCALE 1/2"
= 1'-0"
14"
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.
#5 bar vert. w/
TYPICAL FOOTING DETAIL 30" overlap
SCALE 1/2" = 1'-O" at each Pilled cell SEE TYPICAL •` `r -' r
_r
,--SECTIONS
4" concrete slab with fibermesh OR Adjust curb hel lit +'
401 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cunt.
#5 bars coat. bottom steel
12„
F DETAIL AT L" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12' concrete column
block filled with concrete
and (2) $ 1 bare Vert. tied `
into lintels above Verity house slab
height in field
Top or rooter
IL" below finished floor
I
based on gar. floor 4' concrete slab with fibermesh OR
slope. 6"x6" #10/10 WWM on 10 and Visqueen over
#5 bar in curb clean compacted termite treated fill
\ n'-!)" e F F At-N
2" x C' 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
II® Garage Door Jamb Detail
I14"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED N-I-CJ
I l— tooting with (2) #5 bars cunt. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
14"
Filled Cell Masonry Column With One
5 F
�/ GARAGE CURB DETAIL
J SCALE 1/2" = 10•
4" concrete slab witfi fibermesh OR
6"x6" #10/10 WWM on 10 mill Visqueen over
clean compacted termite treated fill
� #5 bar cont.
IIIIII (III : ' (III _(III (III ! .. ... , . • .,..: ' > .
I
-- _ co if
30 x30 xl6 concrete
(III- r
column fo
oting ( ) with 4
I I 9
- #5 bars each
wa
— y
(2) 5ebara coot. bottom ste
el
10
30" 12"
COLUMN 1=OOTING DETAIL F DETAIL AT 9" GARAGE STEPDOWN
SCALP i/2" = r-t)" SCALE 1/2" = F-Off
# rom Footing To Beam Each. Filled Cell Masonry Column With One
Cone. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam
Cone. Fill To Be 3000 PSI
See Floor Plan For Location
Idd
Double Filled Cell Column Single Filled Cell Column
NTS NTS
12' x 12" eonerete column block filled t/ PL. r- M I I v / 0 L
tA
with concrete and (2) #1 bars Vert. tied I O
Into lintels above
I 8'_ 10 Yz"
m lo'-o°
w
— ILI
—I
°T` ®— ® ® ° J Filled cell under
girder above
O
o r
I =
p Rear Porch Slab to
p I 4 lu - be poured separately
Ofrom House Slab.
I �
I a
Rear Patio/Slab to
be flust with bottom or
sliding door recess.
I Slope I"
°
-i
'I I
-i
' FI
i
I
I
°I I
I I
I I
I I
4" ¢oncrete slab with fibe
=ooi I 4"x6" ##,,10/10 WWM on 4 mil
6 UDQ I cleah compacted termite t
I
I I
I I
I
=a I I
r I 1
I I
•I
. I
O ( i D UJ o 0
°I I
I "
ch
MICROWAVE
NON -VENT Red.
H.B. ° I Q Sr GEAR
2 OMNRIG
A/C "m Stool Ballard
we dated on this sheet
22" I l l o
I Attie Access 1 1 1 1 =
" I L�—�I
I ul 2 I I
Q 0 1 1 6-23-18
" I to + — A6 —
"� I E r
I I•
•I I =
I I
�I I
_i
I
_i 5 F
6'-4"
1.5" Recess for IEE
araae Door ;a
11 1 9'-0" 12'-8" I 6'-4"
Braden E Broaden AIA. PA Wunne Building Corp.
Architects — Planners
S 0 R
Telel S.E. Coconut Avenue ('1'12) 287-8258 THE WIND
_ "0 �✓
OBFax : (112) 2 s1-8283 g anish Lakes
E-mail: bradenaia comcast. net g Lucie Count Florida
Stuart_ FL %499L ttAAt"_D[)BB�2
I5' -3"
r -
-- - -- FI - - -
�
I I
I FI
r„
� 4FI
I� I
Thicken footing to
I 24"w x 14"d x 24"L
under Pilled cell
under girder bearing.
J I
I
I
I
I
OR /
en over
fill
o � I
DRYER
FI I
II I
vIi
I
I
I
I
icrete slab with fibermesh OR P1 I
/10 WWM on 6 mil Visqueen over
compacted termite treated Pill 1
■
■
1010
• Amp
Panel'■la
7
i
LED]
15-23-1111
�0
[a]
[me-, 'A.5"
Recess for 70ma
ERME"MM
REVIEWED FOR
CODE COMPLIANCE
BOCC
Date Drawn z Revisions : Sheet
3-28-18 5-23-18 Garage floor slope and Comm
REAR Drawn bg: smoke detector revision
PORCH 3. 16-1586
LEFT C.C.U.
Checked by: Impact
D.R.B. �F 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plgwood
4. Use nails or screws bas d on rere for roof stated
in permit info box on these passns for zone 3
Ke
Area
Ede
Field
Fastener
MaxPressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
8d ring shank
-14 pef
Zone 3
8d ring shank
84 psf
** Zone 3a
4"
C
#8 wood screw
112.5 psf
** Use nails or s4rews based on res ure for r of stated
in permit info box on these plans or zone
Concrete
/ Lintel
Column
Verlfg with Plan
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel. X-,
Provide Cast -Crete ='
13U8-OB/OT precast '---
lintel set in mortar
Min. 8" Bearing
12"x 12"
lumn Block
V5-T Rgbar
Rebar 48 Bar Dia.
Min. Overlap
to Lintel Attachment
t
PT Buck
40 Pre -cast
Sill
Provide #5 bar set in pre -cast ROOF F L A N Scale : 1/2" = 1'-0"
lintel into beam where length or
the opening calla for it. — Overhangs at I'—O" unless otherWISe noted On ti11a Sheet
Roof pitch at +12 unless otherwise noted on this sheet
Truss shop drawings to be provided bg manufacturer
-� — Ang changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction. o
— ALL TRUSS TO TRUSS CONNECTIONS BY
I•I TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
to construction for lagout and uplift verification
1. 1 Poured Filled Call_ Contractor t0 provide for Form Board Surveg and to provide
I" Form Board Surveg to Truss Compang prior to truss construction
iII �
I, Q
Provide #5 bare with min. 48 bar W
ameters overlap in filled cell. Tie
itled call steel into continuous
i f fcoter steel.
Concrete FOOLi
ng
lsse footer schedule
_ for exact sizes)
09
+�
�
DETAIL AT
WINDOW OPENING,: IN
� 1
CBS WALL
Scale: I/2" = I'-o"
< q
a Q
a
a
SINGLE PLY REAR GIRDER TRUSSto
u
to
ti
Nail 2' x 4' bhxduna to Vert. leg of
ZL 01
09
aD
—
tram with IOd x LV nails at 4' o.a.
u
N
nInstil
Simpsain MMGdTrinto mad using"
W" wit behre
rm and l2Z) IOd na into trans
fY
H
W
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS i i
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D tgpe 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32" COX Plgwood nailed at L' o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26ga. 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 L" end
laps fastened with corrosion resistant tin cape 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
Additional recast Lintel
#6 bars Lintel Bar Clear "A" "B"
,'.� i; r� CLEAR Length Length Span Bars Bars
2'-101, 2'-8" 1'-L" 2#3 none
t----� '` ---- 40 111. ---- it
3'-L" 3'-4" 2'-2" 2,43 none
BF8-Ob/IT BF8-ID/IT 8�8-ID/2T
Mitional 4'-O" 3'-10" 2'-8" 2 #3 none
#5 bars
CLEAR` - 4'-L" 4'-4" 3'-2" 243 none
no i2oa of 'H"
{>'y, Block Above s; 5'-4" 5'-2" 4'-0" 2,#3 none
+'•'= `•: '•" 5'-10" 5'-8" 4'-L" 2,#4 none
Precast Lintel
4; •.
Additional :' j L'-L" L'-4" 51-4" 2,44 none
' #5 bars i
�----e �----s 1'-4" 1'-O" 6'-2" 2#5 more
BPIL-18/IT NOTES: BPIL-18/2T 8'-4" 1'-10" 1'-0" 2,#5 none
I. men. coverage of steel=1.5"
2 min. bearing required a ea. end=8" ALL reinforcing steel is grade 40.
3. standard for reinf. steel=A57M A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Wrodow
Unior
Width
Lintel
size
Cast -Crete
S ciffcation
Rome or
ONO Block
"
8atum
Sw
T�
Srzr
�
�
sal
L22
T-2'
V-A'
8P8-ODAT
I
86
3069
869
1024
L31
_e""
4'-0'
8r8-015/IT
1
86
2MI
ISAS
11L3
L45
41-6"
1 5'-10'
8P8-ODAT
1
86
1108
904
339
LSO
5'-0'
Al-V
8P8-OD/IT
1
86
1238
83S
121
LLO
V-8"
11-9
BPB-08/rr
—
1
85
106
121
554
LBO
V-Os
91-4'
8P8-18/2T
1
86
2
#6
192
sod
512
L40
9'-O'
IO`-AO
BPS-18/27
1
95
2
#6
643
Sao
401
L90B
T-O'
10'-L'
BPIL-83/2T
ONE
I
86
2
86
1633
1183
401
LI00
W-O"
II'-4'
GPO-I8/2T
I
#5
2
#6
682
444
452
LIOOE
10'-0'
W-4'
ePli-63/2T
ONE
1
85 1
2
86
I Is"
IO48
492
L120
12`0'
IV-4"
BPS-18/2T
1
85
2
#5
411
428
324
L1208
17-0'
IV-4'
BPIL-83/2T
ONE
1
65
2
86
1015
110
324
LMO
14'-O'
IS'-4'
BPIL-15/2T
ONE
I
a6
2
86
1250
L09
259
LILO
IP-O'
IT-4'
8P8-18/2T
1
85
2
86
Soo
M2
M4
LVAM
IL'-O"
IT-4'
BPIL-6/2T
ONE
1
85
2
86
950
600
M4
- 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 our equal
hurricane anchor at each truss
girth (10) IOd x 1 1/2' nails -
( 24" o.c.) orting Max
18101bs. u d't
Aluminum Drip —"
Edge t Fascia
12°
2' x 0 Sub-Fasci
Kalican full o vent vinyl soffit installed
ummp I/6' dia shank x 1.5' long poly.
roofing nark with 3/8' dia, head per
product approval - we chart sheet 91
12' x 12' concrete column
block filled with concrete
and (2) #1 bus vart. tred---
into lintels above
thicken edge to 8"x8°
with concrete and
one #5 bar continuous
BEYOND
Top of tooter
IL" below finished floor
12
4 r
1/2' thick s
attached to
Ira" Nth
no
an than
hammrxal ma
into vertical
an
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) 10d " ds
at each web \
3/4' penetration
members
5/8' thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled call
Rear Patio/Slab to
be flush with bottom of
sliding door recess"
Step per foundation plan —
Slope per foundation plan
Brace Gable end
with 2° x 4" SYP #2
aft back nailed to bottom
of top chords using (2) IOd
nails at each truss
'RE -ENGINEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bill manufacturer )
"\R-30 blown fiberglass
in bottom chord or trusses
I/2' drgwall with smooth finish
Two rows or beam block filled with concrete
and (U #5 bar cost. in each row. substitute
precast lintel filled with concrete and (1) #5
bar cost. for bottom row over openings
1/2' drywall over I" x furrin
strips at IV o.c. with R4.1 A -roil
insulation on typical 8' Block walls
All drywall to be installed per FBC R102.3.1
,i and shall meet all pertaining ASTM codes.
Mortar to be Type "M" on proportioned er FBC R601.1
and Mortar pants shall comp it with FBC R60'1.2.1,
Provide Dur-O-Rock at all wet areas lox showers, tubs etc...)
Fill cell with concrete and
(U 45 bar Vert. (tgpical). p
'Max. spacing &hall not exceed
48' unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L'xL" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
I�ilill-IIII IIII > .;` �=IIII IIII ��i� I_Ii� III ��� _ IIII_
T�p fi lcal Section at Front orc�
II 3
Scale : 1/2" = 1'-0"
Provide downspout
Strap
truss to wall using Simpson
MGT with
Simpson
HETA 20
5/8" dia.
into
threaded rod with min 12"
beam either wet set or in
embedment
epoxg with
hurricane anchor
at each truss
(22)
IOd nails into truss. Add
leg detail
blocking to
24" o.C.) supporting Max.
truss per on
this sheet
ETA 20 1810
lbs. uplift
"PAM
IL
JIN
I,I
A01541
VAJ IMA
WA &A WA F", ONE
Ar
PAA
W r
r•-
11
a.
PA IWA rAm-
0
i
IN
�,EELZLAF,f
i
FG Sy crimp Metal roofing FL #11651.12
Oing attached to plgwood dock using #9 x 1.5'
1170 W 0-7/var-A-STY D
IN
MAMMA
I =-[!I,
sn, resistant tin caps and with 1.25" ring sha ate
and two staggered rows 12' oc. in field. Attach
Iic�17671 detail on this Asert
f■�
I I
Milli
I
I
I
MIL
to
to
x
OU En
N
Hss a�
N2t'a
a
vi
Q
C '~ L�
tti
010
W
pd
OD
to a �-
t) C4
t
N
W
ETA 20 ETA 20
Provide for gutter Simpson HETA 20
hurricane anchor at each truss
Provide dwnspout
( 24 o.c.) supportingg Max.
1810 lbs. uphft 4 ,
1-2-19
PANEL
"A"
Pokn
DR
Load
Wire
Description
arcs
arcs
D,=Vtia
Wire
Lad
DR
Poles
1
20
1.2 ke
s12
Refrigerstor
I
R
iFi
12.0 Its
60
2
1
20
1.2 ks
e12
Clothes Washer
3
1
20
1.5 kw
$12
Kitchen S.A.C.
6
L
Dr er
a10
5.0 ks
30
2
1
20
1.6 ke
a12
Kitchen S.A.C.
I
9
1
20
$12
Bathroom R"ta
9
10
Air C
e10
5.0 ks
30
2
-
1
20
1.2 ks
$12
Dishwasher
II
12
1
20
1.2 ks
812
Microwave
13
14
Air Hand
e10
5.0 ke
30
2
1
16
-
s14
General Lighting
16
it
1
16
a14
Ganeral Lighting
Il
la
WH
•10
5.0 ke
26
2
-
I
15
-
s14
Geiwra! Lighting
141
20
I
15
$14
General Lighting
21
22
GDO
e12
0.81 KtU
20
1
-
I
is
si4
General Lighting
23
24
Spare
-
span
26
26
Spare
Spero
1 2-1
1 28
1 We
Spero
1 29
30
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
I Watts
Total(Watts)
General Lighting l3, watts aq Pt D .......
Small. Appliance, ,C�irquit(s) ........ . ......... ............
,Rang ! .......... ......... ..................
Refri erata
Microwave.....................................................
Diah Washer
.............................................................
Clothes, Washer ...............................................
Cl?thew..�r9?r................................................
,Water, Neater ..............
Garage.Door.Opener.......................................
1135
3
54105
2
1,500
3,000
1
12.000
12.000
1
1200
1,200
1
1,500
I500
1
1,200
1.200
1
1,200
1.200
1
5,000
5,000
1
4500
4,500
1
810
810
Total Watts
35A16
First 10000 Watts e100%
1
10,000
10.000
Remainder 25AI5 e40%
1
O
10.246
Electric Heat or A/C 10.000 065%
1
10.000
10,000
Calculated Load
Watts
30.246
Voltage
240
Calculated Wattage Divided bg Voltage =Total Amps 12L.02
Panel Size Required = 15Q Am s
Electrical Symbol Legend
S
Single Pale Switch
®
Receased Can Light
Sa
Double Pole Swteh
Eyeball Recessed
p
Push Button Switch
Exhaust Pan
-e
Dupwx Outlet
¢
Ceihng Mounted Light
Special Receptacle
♦
Wall Mounted Light
erpr gr a cirewt
Light nth Pull Chain (attic)
®
Floor Duplex Outlet
Q
c uteir Connection Jack
®
Carbon Marloiade Detector
4&
Flood Light
T
Thernoatat
m
Eleetriesl Panel
®
Central Vac
8
Electrical Meter
®
Snake Dateeta
Coihng fan
®
Television Jack
®
Telephone Jack
Ac oiec
A/C Disconnect
®
I x 4 Florowerit Light
CM
12 x 4 Florescent light
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A FAN
- THERMOSTAT LOCATION
B/A = BALANCED AIR
MECHANICAL LAYOUT
SCALE: 1/4" = I' -Off
1-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc. A/C dime.
Ij 42/0 AL SER Cable
(3) #1 THHN Copper With #1 Grnd
2" PVC Schedule
40 conduit AM 2" PVC Schedule
40 conduit sleeve
MC13 into attic
PANEL AHU
200a rated 200a rated
meter can %1 meter can %
Intersystem bonding
2" PVC ( FPL Termination pant 2" PVC ( FPL)
schedule 80 schedule 80
2' rigid service FPL 2" rigid service FPL
IS
MCB
PANEL
bending
Pont
3 TON
N,FSEEM MANUAL
�w
for Unit o
AiC
PORCH
141 CFM
110111111031111
GREAT
141 OX1
DINING 1
ROOM
I
I DLU
141 CFM
IOAOxl
I I�
12Ioa O)d
I KITCHEN
MICROWAVE
1 NON-YMr IREr.
3a• CLEAR
L - - O - oPENiNG
4"4 Steel Ballard
See detail on this sheet
22e
Attie Aenss 1
L
GARAGE
r-----------------i
I I
I I
1 1 9imaund rods - ---
I grand rash -- - ---
I
ELECTRICAL RISER
ALTERNATE SERVICE ELECT. RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall use AL-CU Landing lugs. NTS
I I
- Contractor shall torque lugs I.A.W.
- Contractor shall torque lugs I.A.W.
I I
manufacturers recommendations which
manufacturers recommendations which
I I
shall be verified prior to construction
shall be verified prior to construction11
I I
- Verify AIC/KIC Rating prior to ordering equipment
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
1.
Use copper wire only from panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects for less
20. All equipment and panel sizes shall be verified before
2.
Provide and wire all required smoke f Carbon
of a period of not than two gears 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 verity location of electrical
gear 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.
L.
Recessed cans to be installed per NFPA requirements.
IL. It is not the intent of these plans to show everg minor detail
22. All raceways and pipes placed in or through ang concrete
1.
Tamper resistant AFCI receptacles are required in
of construction. The contractor shall furnish and install
Blab 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.
8.
9.
A/C Return Air Balance Must comp) w/ FBC RMI102
A(C Refri��,agc�•�t�rr��t lines that are run hru slabs must be
sleeved T'YC�
the requirements necessary for the equipment to be placed in
proper working ceder.
23. All exposed wire below 9'-1' shall be installed in m t I EMT
in 17. All work shall be done in accordance with the N.E.C. and conduit.
10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. DNer Vents to be installed per
II. All work shall be performed bu a licensed electrical meet all standard requirements of the local electric utility FSC RM1502
contractor, the completed syatem shall be fully operative. and telephone company.
12. Contractor shall pay for all face. permits, testingg, and
Inspections including blower testing where regwred. 18. The electrical agstem shall be completely and effectiveI
13. Alf work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C.
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.
i duration oP the Work_
12:422WO
r-w
`;- I-
12'
20x2O
124 CPM
IOxIOxc
IMASTER
BEDROOM
124 CFM
IOxlOid
%
a
a
rLw
i
Is1B/A
B/A
9 CFM
LOSE
�� � SO CFM
45HER DRYER
LA
`� j IZ B A
THIRD
BEDROOM
I 100 Iid dFM
150 Amp
Panel
GOLF CART
GARAGE
I
I
I
I
I
I
WP GFcr
Install oulet
under disc.
not shown for
clarity
\
PORCH
WP GFCI
�1
1
e �
I
MASTER
BEDROOM
1 /
GREA- i ROOM
I I
CLOSET
L - - - - -
I \
� o
1 \ WASHER LDRYER
1 �v LAUNDRY
DINING I • \I
ROOM 1
I �S
101
O
'�I bY1
I\ SECOND
I \]BEDROOM
I \
I \
I \\
I
THIRD
---BEDROOM
\\
m
GARAGE /
GrcdbGFCI "Ps k
1 150 Amp IILYI
GFCI / GFCI
----Panel,
r--------®=------ram _ �-
Garage I \ ^ Garage
Door I w� I Door
Opener I \ ° I Opener
Wir
For
Fronte
ePo I I \►Mee G GAR A G E T I�
Light i I to garage ghta GFcl i i GFcr
N
N
WR GFCI
CODE COMPLIANCE
ST. LUC:IE COUNTY
- SOCC
ELECTRICAL FLAN
O Post Light with
Photo eeg SCALE: 1 /4" = 1'_0r,
Center Post Light
between dmrewags
Attic Ventina Calculations
Total Attic Space = 2101 sq. ft.
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Braden t Braden AIA, PA
Building Corp.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm #
Architects-Plannerst�ne
=�=I$
I
5-23-IS Garage floor slope and
g
smoke detector revision
411 S.E. Coconut Avenue
Tel : (112) 287-8258
III �I3
THE `�+ I i ` D S O i `
L
Drawn by:
j
t-I
C.C.LI.
Spankh Lakes
Fax : (112) 281-8283
E-mail: bradenaiaacomcast.net
Checked bg:Impact
Stuart FL 34996 #AA 000032
SL• Lucie County Florida
OF 5