HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
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 its 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
spaced L" o.c. at all laps and two staggered rows 12" o.c- in field. Attach
deck to trusses using attachment detail on this sheet
12
,1 SLOPE
H. '
COVERED
PORCH RD
O
-77-77-77777-7
Finish Columns with 5/8" thick x 8"w cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
EFT E 11" A Ti0N
SCALE: 1/4' - 1'-0•
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 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 12) 30 lb felt underlagment installed with min. 40 side laps and V 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
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2L gIn. 5v crimp metal roofing attached to plywood deck using #9 x 1.5'
woad screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet -�
5/8" thick Ilght - Textured 12
stucco on typical concrete
block construction 4 SLOPE
J
12
SLOPE 14
E RE8 _ E R
1r=PER D
-------'---.., --- Finished Fla,nAp
„ ,^.r4s'a' .
5/8" thick light textured
stucco on typical concrete
block construction
RIGHT FEELL.
SCALE: 1/4' - 1'-0'
Product Approval Submittal Affidavit
opening Balluandiale Swhig Doors, Oesrhesd
Doors, Sliding Doors,
lfladows a M911181bb
OPenini
Type
NOS'
NUl@aR
Product
Model
Mmufacturer
Gisler"
Attachment method EWntion
F
/4" 4a. tapcogo w/ inn. 113/8' penetration o �e
space per product approve. Cantrectar all a here to 1 -
inn. edge distances specified in Product approval
'rmt -sea . c ww c s x ' L
* '7" ,a ' °""`" �, `` `. 10-9-21
Elco 1/4' dia. to con with an 1.25" embedment at 3' max
from corners and 11.5' oc. max. thereafter in head and ,iambs.
Design Pressure
of Approved Tests
+ II FSF
-
+ 50.0/-LOA pat
+ 50.0 PSF
1.2.3
t4
A
v e
FL# 239.3
IL-0330.02
1-,,
,` r# ILL14.1
Single Hung
Overhead
Geroge Door
Fiberglass
SH -100
Impact
Model 824/8h11
G' O• max A "Ott
Dee n Pro/
Smoah Pro
E f
DAB
Jeld-Wen
Ss -
^s _IM
.
_
F. °'�-�
C
FL# 251.5
Sliding Glass
Door
Series 110
SGD
PGT
1" nom
„
Type G5A
I/4' $a. tapco�re w/ inn I (3/4' panetraUoi co�e
apace fie; pr uct approve. Contractor all a here to
min. 2 1 edge dstances specified in Product approval
+ 40.0 PSF
-
ProdTwt
mots
9
Model /
Nnnutacturer
Attachment Method
TAT
KZpiratioa
Date
Design Pressure
Testa
MuAiona
FL# 261.1
1• x 2 3/4' x .315•
PGT
Install per fastener type and spacings shown in Table IA and IS
in product approval on sheet 5 or 22.
+ 58.0 PSF
ROOf
FL# 11651.12
5V Crimp
Metal Roofing
g
Gulf Coast Supply
and manufacturing
2L ga Sy crimp metal rooting attached to plywood dock using 89 x 1.5'
wend acrawe with self sealing washer at 12' o.c. max seecmg over A5TM D
(type 2) 3o Its relt underlagment installed with on. 4 side laps and 6' and
I" fastened with corrosion resistant tin caps and with 1.26' ring shank rims
aced V oc. at all I e and two staggered rase 12" o.c. in field. Attach
l ck totrusses using a tachmerm detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FL# 12148.3
Model T4 12" vented
Vinyl Soffit
Kagcan
Install using 2' x 2" battens at V o.c. *crowed to sorrit framing using
#8 x 3' wood screws at each truss. install soffit to battens using
Q,12' dia, x I-S' Iona ring shapk- nails with 3/8" din- head.
+55.0/-35.0 PSF
Hurric
Panels
-
--- -
I have reviewed the above and
approved it by my seal below. ( Architect or Engineer of -Recoil
GRESS
COVERED
PORCH
5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 31111651.12
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 Its felt underlagment installed with min. 4 sid¢ laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach
deck to trusses using attachment detal on this sheet \_
12"
H.
0'-0' =Finished Floor
SCALE: 1/4' - II
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer or 15 lb felt using
to be 19/32" CDX Plywood
8d nails. Substrate
nailed at L" o.c.
in field and edges with IOd ring
nails into truss webbing.
shank galvanized
12
-
W-10 BEAR
12"1 12"
O.H.
12„
®®®®
%
s❑❑
+sip•
". ❑
❑ ®
®
❑
®®
®
- " _Finished Floor Jill
5/8" thick x 8"w cut
coral finished stucco bands
FRONT
I /l
E L E\/ T� "i� Y 1`"'t
_ o505 3
VIEWED FOR
2" x 4" top plate I ' 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at 16" o.c.
baae-board 11 11 / 2" x 4" P.T. bottom plate
4" concrete slab with fobermesh OR
L"xL' #10/10 WWM on 6 mill Vieyueen over
clean compacted termite treated fill
interior Non-Bearinq Partition
Braden i Mraden NIA, a
Architects - Planrwp, ,,
411 S.E. Coconut Avenue
Tel : ('i12) 287-8258
'r Fax : (112) 281-8283
E-mail. bradenaia®comcast.net
Stuart. 111 34994 C0000!,!P2
nL5
Wunne Building Corp.
5 anish Lakes
S . Lucie County Florida
RE
SCALE: I/4' - r-o' CODE COMPLIANCE
ST. LUCIE COUNT'
o�
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: Lth Edition and ASCE 1-10 for Wind Loading
Buildin Design is: Enclosed Risk Category. II Wind Velocity: IL5 mph ultimate
Mean �oof Height: 111-0" Roof Pitch: 4:12
Internal Pressure Lief I�clent: to -la
SubJectability to damage from. Weathering: Nealigible Termites. Vern Heavu
Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate
Wind Exposure Classification: G 1.21 x 0.4 ac 0.12L
Adjustment factor for Exposure Height: All D-e�iesi n
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+V.LI�L
Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.LJ-32.L psf
Roof Zone: 2. +2pp.L/-51.o pal
Roof Zone: 3. +20.L/-84.0 pal
Components t CladdiNl Wall End Zone Width: 3'_4•
Components t Claddon ! Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal
Zone.
Wall 5. +35.8/-41.8 pat
Components t Cladding, Wind Pressure (NET) on Garage Doa:+32.O/-40.3psf
Shear Walls Considere4 fa Structure? es
Continuous Load Path Provided? YYeeaa
Details Components an Cladding D1:T Provided? Yes
Minimum Sal Bearing Pressure: si, Presumptive: X Bg Test: psi
Z4 7906UC AP RO`VAL FOR -IMA T P120TECT111I FOR -OPENING
ROOF LIVE LOAD: 91 paf ROOF DEAD LOAD: 10 psi
FLOOR LIVE LOAD: _ffZ pal FLOOR DEAD LOAD:_I0 paf
® W
- Roof Zone I
alls Zone 4
ttt[t ;Roof Zone 2
Walls Zone 5
END ZONE
J - Corner
Z 3
JOB ADDRESS: ers cl�NQ
Revisions Sheet Comm #
Model:
Date Drawn
REAR
3-28-18
5-23-18 Garage floor slope and
smoke detector revision Ii;
PORCH
Drawn by,
w 1�-158B
1
LEFT
Checked by:
Impact
D.R.B.
,, a
FLOOR
PLAN
TYPICAL NOTES: SCALE I/4" = I'-O"
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, coat. 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
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
If. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 450
I'1. All exposed attic insulation materials installed on attic floors shall have a critical radia
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. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C�T60, C1002, C1041,C1177, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max spacing
fastieneri
Nail sung options for
of drgcall into
Atinstallation
Mawmam
wood framing members
Nails
Screws
2' x min. thickness
Ceding
Perpendicular
24"
1'
12"
13ga 1318' long with 19/64' head
0.098' dia �Rter x I I/4" long
annular -ringed or 5d cooler nail
OR
0.080' dra. x 1 5/8' long with
Walls
Either
IV
e'
IL'
Direction
15/14' head
R
Gy1psum board nail 0.086' dia.
x 5/8' with 9/32" head.
Ceiling
Perpendicular
24'
1•
12"
13ga 15/8" long with 19/64" head
0.098' diameter x 1 3/8" Ionq
„
annular -ringed or Ld coder nail
OR
0.092" die 1 1/8" long with
Wells
Either
IL"
8•
IG'
Direction
I/4 head
OR
G paum board nail 0.0915' din.
II
x 1/8' 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, A136.1 and A13-1.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CIIIS and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyingg smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 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
11 2) 30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 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
P2'/
Recesstap plate G"W x 3/8"d
1„for steelsupportangleCRASH P O S T D E T A 11- eQf dated an this sheet
N.T.S_34" high by 4" diameter
steel crash post. Floor Steel countertop support an le
Flange with 4 - 3/8" Install V from each end andgexpansion bolts Into one in center of counter.
slab (3/8"t 50 ksi steel plate) see angle detail
L„1/2' drywall2h" 2'2"
%aO
"3/8"
FBC R302.9.1
per FBC R302.9.2
nt
Counter top - verily type
with contractor
12" x 12" Concrete column 12"
block filled with concrete and
(2) #1 bare veil. tied into
lintels above
47.
Base cabinet L
2' x 8' wood studs it
at IL" o.c.
2" x 8' PT wood plate
0
I
ZAN
KITCHEN ISLAND FRAMING DETAIL
KITCHEN
2• AAAv
2.4
LAV
�I
2" 1 i�
2"
100
No'j s• VTR 4 MASTER . '' "'2' I
BATH �" 2"1 1
::2-
INN.DRY. 1 ��I �� i
2 1 3" 1`� 1 1
uv-i I I i
. aisme-i i 3" '�
2"
uo-i I
" J
e'�'�O BATH 82 33. "
SANITARY RISER
nits
I
in
Window Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-5%"x 4'-L %"
1 1'a"x 5418"
Single Hung
ZONE 4
2,
L'-2%s"x III %a"
15' x 43 i;'
Single Hung
ZONE 4
3.
2'-2' x 3'-2h"
21i2"x 38%'
Single Hung
ZONE 4
4.
3'-1' x 5'-3 vs"
I 38' x 0 ,14"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per
elevations.
ALL windows to withstand
pressures in permit info box
on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturer a specs
prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
al X 1'-0"
108' x 84'
Overhead Garage Door
ZONE 4
B
3'-0' X C-8'
41''i4' x 63V
Fiberglass Penal - limming
ZONE 4
C
L'-O" X L'-8'
T4" x 8l T r"'s'iL°'
Slidng Glass Door
ZONE 4
D
2'-0' X L'-8'
Said Core -Wood - L-Penal-BrFald
Finished 24' x 81 h"
E
2'-6' X V-8'
Said Core - Wood - I. -Panel
F
5'-O' X V-So
Solid Core - Wood - L-Panel - BrFold
G
'-8' x V-8' x 1);'
Solid Care Wood. Steel, or Masorete Door
H
2'-8' X III
Solid Cora - Wood - L-Panel
d
2'-1," X 4'-8"
Said Core - Wood - L-Panel - BrFaid
ALL Exterior doors to withstand pressures stated
box on sheet #I
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 truss
12
Masonry Beam
with (10) 10d x 1 1/2' nails
( 24' o.c.) supporting Max
.j
PRE-ENGINEERED TRUSSES
IN x V P.T. Buck nailed to
block with ease hardened Walla
at 24"o.e. TYPICAL
/
18101ba uplift
(sho drawin s b manufacturer)
prior to door attachment
P 9 y
Aluminum Drip R-30 blown fiberglass
Edge !Fascia in bottom chord or trusses
I/2' drywall with smooth finish
2" x V Sub -Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kaycan full o vent vinYI soffit installed precast lintel filled with concrete and (U #5
using 1/8' die shank x 1.5' larig galy. bar cant. for bottom row over openings
rodng nails with 3/8" dia. Mad per
product approval -see chart sheet al 1/2" drywall over IN x furringg
strips at IL" o.c. with R4.1 ?1-foil
insulation on typical 8' Block walls
5/8" thick light textured p All drywall to be installed per FBC R102.3.1
stucco on typical concrete T and shall meet all pertaining ASTM codes.
block construction is Mortar to be Type 'M' only proportioned per FBC R601.I
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex, showers, tuba etc...)
#5 bar vert. w/
30" overlap Fill #cell bawith, concrete nd
at each filled cell yP
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xV #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade7.
fill IIII III ii=
III = I
14 x 14 Concrete rootin
with (2) #5 bars Cont. and #5
TYPICAL SECTION
transverse bars at 48'
Scale : 1/2" = I'-O"
Attach buck to block wall with
1/4' dia. Elco cone screws with min.
1 1/4' penetration at 12' o.c. max
and 4" max from each corner thru
Exterior race
2" x V PT Buck
or edit
Brun
lie Waod across thru �emb into buck
Detail
nor to doge and15' a
at Door a, each longdoor and hm t .ax and
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL
BLOCK PRIOR TO BUCK
6
-i
INSTALLATION
;_
Install winds" thru buck into
block with VIC top -can with
11/2' penetration at 4 oe. my -
from each corner and 20.' Ie. max
thereafter at who end 20 o.c. max.
Exterior face
at head and ell per produat approval
d wall"Swk�to
x 4' PT
0
Buck nailed to
Detail
case hardened nails
at Wind ow s prior to window attachment
NTS
/� IT
Verify attachment
hole location with GC
prior to fabrication
3/8" thick G„
steel bracket
COUNTER TOP BRACKET DETAIL
Install SGD thru buck into
`,-;':T•?:'
:, f :p:);q:,
block with 3/I6" tap -con with
1 1/2" penetration at V o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3AL" tap -con with
0 O
1 1/2" penetration at V o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
IN x L" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door '
sliding door
n
Masonry Wall
Bottom Trac
Typical Flooring
Sill Install SGD thru buck into
block with 3/I6" tap -con with
Sliding
Door
D e t a 1 1 11/2" 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
EO
e'-IOY2"
8'-IOY2"
Filled cell under
girder above
PORCH
WIRE LATH t STUCCO
CEILING
I
I
8'-0" to T-II A F F
EGRESS
13'-II"
MASTER
BEDROOM
8'-O" A.F.F.
Flat Ceding
Vaulte Ceiling T Rod E Shelf
GREA ROOM NI
ICUOSE�
WI03
I
N I Rod E Shelf
_ _ 0 31"
WASHER DRYER 2"
„ 5,_3„
p LAUNDRY
J 8'-0" o T-8" A.F.F_
Vauted Ceiling
DINING I vanliy to
ROOM I I I 34 'a ' high
3/8" thick steel counter tops to T
counter top supports �0„ overhang wall 1.5" 'v I I 5'-3"
counter t a to eq. eq.
overhang wa 1.5" G„ `
Ln
Dw i a a +41" high wall
l I I
"
I KITCHEN
l 8'-O" to 9 j" A.F.F. itilL
O_ M Vaulted �eiling peer cabinets to
extend ova Ref.
cR 111I l
NON VENT REF.
O 38' CLEAR -\
L - - - OPENING
�r
m
W.H. -a Batts lmmkiwn O
A/C Provide auto
#I 4 Steel Ballard closer
ea dated on this sheet (1
r----- 1 j:3
I Atttiic Aee�ess 1 1eci
8'-O" A.F.F. D
ML
Flat Ceding a
ARAGE T
a r
NNE
p
lock wall in
g rage to be O MT OF ZN
r+ struck block�0
p EMERGENCY
/��) p r - - - -------------1 EGRESS
`/ I I
I I
1 1 r
v-
1
1 I m
1 1
i I
1 1
A
I2'-8" 9'-O" 2'-e" G'-4"
ft
Braden ! Braden AIA, PA Wunne Building Corp.
Architects Planners
S.E. Coconut Avenue ITHE I I II�IDCJQR
M B Telel �+(i72) 281-8258 I `t
Fax (112) 281-8283
E-mail: bradenaiaecomcast.net
S ankh Lakes
S . 1:.ucie County Florida
Vanity to be
34 %2 " high
SECOND
BEDROOM°
8'-O" A.F.P. -
Flat Ceding
I
i-
12'-8"
v-
O
THIRD
BEDROOM
Q
I I
A.P.F. OL
Flat Ceiling
in 12'-8"
R-e Batts Insulation
Provide auto 150 Amp
closer Panel
-----------------1
I In
I II
I
GOLF CART
GARAGE
9'-O"
a
Q
W
W
w
(L
r
Ul
H
v-
I
It4�a
Square Footage Breakdown
Total A/C Space =
1,753
eq. ft.
Covered Porch Total =
212
eq. ft.
Garage =
459
eq. ft.
Total Cubic Ft = 14,024
under Roof Total me
2,484 eq. ft.
Date Drawn :
Revisions
:
Sheet
Comm
REAR
3-28-18
5-23-18
Garage floor slope and
smoke detector revision
PORCH
Drawn by:
2.
15-158B
LEFT
C.C.U.
Checked by:
Impact
D.R.B.
OF 5
0 1 7�1UL. I UrIz,f"-�L_ IXk.J I =J'
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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1. 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"
to. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30"T STEEL.
it. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes t0 plans must be submitted to the architect
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....
S. Contractor to provide filled cell with concrete and I #S bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 8'-11" wide.
Provide (2) filled cells On each side of openings from 6'—O" to 9'—Il"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-38 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 —
at each filled call
4" concrete slab with fibermesh OR
L"xil" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
W E �-
14'w x 14"d concrete monolithic
I I footing with (2) #5 bar& cont.
14"
1= I TYPICAL FOOTING DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"xO #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill
#5 bar cont.
`r •i
10" (2) #5 bars cant. bottom steel
12"
2 DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12' x 12" concrete column
block filled with concrete
and (2) 81 bars Vert. tied
into lintels above
Top of rooter
IL" below finished floor_
Verify house slab
height in field
Thicken edge to 8'x8"
with concrete and
one 45 bar continuous
GRADE-
SCALE: 1/4" = I'-O"
FOOTING
SCHEDULE
Mark
sane
Description
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 14"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30"
x 30" x IL"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"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'
120W
X 18"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
Ar`Al >= 1/1" _
#5 bar vert. w/
30' overlap
at each filled cell
Ad
juat curb height
based on gar. floor
slope.
#5 bar in curb \
14"
4' concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
_i 14"w x 14'd concrete monolithic
footing with (2) #5 bars Cont.
j% GARAGE CURB DETAIL
4" concrete slab with fibermesh OR
611x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
10" (2) #5 bars cont. bottom steel
12"
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = 1'-0
"
Termite Protection for New
COnstructlOn.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated With a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x V PT wood secured with
3/8"dia. x V anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each. Filled Celt Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location 95 From Footing To Tie Beam
Double Filled Cell
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
O a
O
olumn Single Filled Cell Column
NTS NTS
0
r
12' x 12" concrete column block filled V pL, r' H 1
with concrete and (2) #1 bars vert. tied I
into lintels above j
1 8'-10 Y,"
6 lo'-a'
w ILI
°1° o -- —i
I5' -3"
Uir- — — — —— ---,
under I FI
I girder above O I FI
I ® p Rear Parch Slab to L FI I
I w be poured separatelg I
0 from House Slab. ° I N i
Thicken footing to I
I O I 24"w x 14"d x 24"L I
O under filled cell
° ° — — — — ° I under girder bearing.
r — —
I 9Rear IPatio/Slab to qi�FI
be flust with bottom of
sliding door recess. i
I Slope I"
I I II I I -i
-� FI
°I I
I I
I I
I I
4" ¢oncrete slab with fiberme
m� I 6"x6" 1tIO/iO WWM on 6 mil Vie
m ° t 6 I cleah compacted termite trey
~ N I
°I
I I
I i
°I I
II
-i
i
�I I
�F1 I II
I I
I I
°I
. n: h
Duii
"
°I I
6"x cleVII
a
MICROWAVE
NON -VENT RED.
H.B. ° I O 3M CLEAR
oreNiNo
0 0 2
g
A/CF H,
#I ° 4"4 Steel Ballard I I
�See detail on this sheet I I
I A A Access 11 1 i l
I
0.
IQ o I 15-23-ie
I Io
I I°
°I I
I
°
L _ _
1.5" Recess for O I JE]ICil
arage oor
2'-8"
Braden 4
Braden AIA. PA
Wunne
Building
Corp.
Architects — Planners
S.E. Coconut Avenue
THE
W i N D 5 0 R
Tel el
(i72) 287-8258
_
I Fax
(112) 281-8283
S anish Lakes
E-mail:
bradenaiaecomcast.net
c.� Lucie
Count Florida
Ca..�.r C1
-XAQQ/ M A A /"Al1AnZ�f
OR /
en over
fill
(WASHER ORYEE
OUN
0
r
I
I
I
I
I
icrete slab with fibermesh OR P1 I
1/10 WWM on 6 mil Visqueen over
compacted termite treated fill I
I
I
r-
I
I°
F-
I
I
5-23-18 I
[:in
J
Meter
side of
— —
— —
— _ — —
ouae field vents
° °
service location
1SO A p
LIANCE
f S
"
5
.
IE
COUNTY
p
i
OC
F_
°
_J
I
F-
�-
'
UV
S-23-18 I
L_
°
—------�
°
00
.5" Recess for MI 711EI
arage Uoor
5-23-18
9'-0" 2'-8" 4'-4" -g" 9'-0" 2'-8"
35'-O"
Date Drawn : Revisions : Sheet
REAR 3-28-18 5-23-18 Garage floor slope and Comm
PORCH Drawn by: smoke detector revision C.C.U. 3.
1 5 — 15 8 B
LEFT
Checked bg: Impact
D.R.B. e)F 5
R00F SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plgqwood
4. Use nails or screws bas d on ress re for rooT stated
in permit info box on these pans for zone 3
Ke
Area
Ede
Field
Fastener
Max
Zone 1
6"
6"
ad ring shank
45 pal'
Zone 2
8d ringshank
14 sf
Zone 3
ed ring shank
84 psf
** Zone 3a
4"
6"
US wood screw
112.5 pair
** Use nails or a4rews based on res$ure for r of stated
in permit info box on these pi ns for zone
Concrete
/ Lintel
Column
Verify with Plan
Rebar
to Lintel
48 Bar Dia.
Min. Overlap
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete '
BUS-OB/OT precast
lintel set in mortar
Min. 8' Bearing
"x 12"
nn Block
Rebar
Attachment
Provide #5 bar set in pre -cast O O F F L A IN Scale : 1/2" = 1'-0"
lintel into beam where length or
the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this sheet
— Roof pitch at 4:12 unless otherwise noted on this sheet
= - 17 _
l a• as a. .
f I1
I, 'I Provide PT Buck
IIIattached per jamb 'lstalls into filled cal
4' Pre -cast
Sill
I
rl�,I
----
111-
-
I 7
I I
I l
it I
Truss shop drawings to be provided bg manufacturer
Any 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
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
Poured Filled cell _ Contractor to provide for Form Board Surveg and to provide
Form Board Surveg to Truss Compang prior to truss construction N
Q
Provide #5 bars with min. 48 bar overlap in filled cell. TieWfurmartar*
ed cell steel into continuous
ooter steel.
' I ` Concrete Foatfrig
.�;+- - J• L (see rooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = I'—O"
SINGLE PLY REAR GIRDER TRUSS
Nall 20 x 4' bhxduna to vert. leg or
teas with IOd x LIII nails at 4' *A.
Install SimeI MMGGT�indto =1 uang°
Into set bias and A IOd Ili! into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS i
1/8" thick 11gght textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Tgpe 2 felt paper using 8d Halls. Substrate
to be 19/3Z" COX Plywood 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
26 ga. 5v crimp metal roofing attached to plgwocd 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 6" end
laps fastened with corrosion resistant tin cape and with 1.25" ring shank Walla
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 #5 bars Lintel Bar Clear iy A" Bn
r P=y `;'I cLE,R Length Length Span Bars Bars
i ! i i >•t i 2'-10" 2'-8" I'-L" 2,tt3 none
.,
----e I& Is. ---- e
3'-6" 3'-4" 2'-2" 2,93 none
eFe-OB/IT 8F8-ID/IT 8Fs-I5/2T
dditional 4'-O" 3'-10" 2'-8" 2 #3 none
;Y #5 bars ti
cteA 4'-6" 4'-4" 3'-2" 2,43 none
no Rom of 'H"
Block Above ") .
i4�:r,• 5'-4" 5'-2" 4'-O" 2 #3 none
;';z• 5'-10" 2,1t4 none
Protest Lintel
4" Addition ;r 6'-6" 4'-4" 5'-4" 2,44 none
#5 bars ga
1'-6" 1'-0" 6'-2" 2 #5 none
AIL-Ib/IT 8P16-I5/2T 8'-4" 1'-10" �'-O" 2,45 none
NOTES:
I. men. coverage of stee1=1.5"
2. min. bearing required a ea. enI ALL reinforcing steel is grade GO.
3. standard for reinf. ateel=ASTM A415
TYPICAL LINTEL SECTION
If PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
W D
Drat
Width
Lintel
sme
Caat-Greta
8 cification
ON' Block or
Above
8tdiel
sae
TT
8Re
MCerKavitl
Lead
up«ifs
LO)
La e`al
Load
IPII
L22
2'-2'
V-S'
011118-OBAT
I
s6
5069
15641
1024
L31
�j•F��'-_8L"
D'T
4'-O'
sPe-OS/IT
1
85
26LI
111
1L3
L46
1 4'-5"
III
srs-Ob/r r
1
06
BOB
904
331
LSO
5'-0"
11
SP8-08/IT
1
85
1238
8311
121
LLO
L'-8'
1'-6•
sPe-OB/IT
1
s6
l01
121
934
L80
V-0'
'I
sP8-Ie/2T
1
#6
2
06
162
Sell
512
L90
1I
10'-L°
SPe-I8/2T
I
as
2
86
643
630
401
L90B
er-O"
10'-L'
BPIL-115/2T
ONE
1
86
2
#6
1633
us
401
1_100
XV-0'
W-4°
sPe-1151
1
86 1
2
86 1
682
444
452
L1006
10'-O'
II'-4°
8PI6-25/2T
ONE
I
as
2
86
is"
11462
L120
IT-O'
13'-4"
ePs-IO/2T
1
as
2
#6
411
420
324
L1209
II
13'-4'
sPIL-15/2T
ONE
1
0
2
86
1015
110
324
LNO
M4'-O'
IIII
sPli-6/2T
ONE
1
85
2
116
1250
LOel
2941
LI60
IiII
II
sPe-19/2T
1
e6
2
#s
Soo
R2
R4
LILOd
IL'-O' I
11'-4"
8PI6-115I
ONE
1
a5 1
2
#6 1
el50
900
1`14
- 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" 11 supporting Max.
1810lbs. uplift
Aluminum Drip _
Edge E Fascia
12"
Kaycan full o vent vinyl soffit installed
using 1/8' ilia shank x 1.5' long gale.
rooting nails with 3/8" dia. head per
product approval - we chart sheet 91
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tie
into lintels above
thicken edge to 804'
with concrete and -�
one #5 bar continuous
BEYOND
Top of footer
IL" below finished floor
III
IIIT—IIIT
12
4
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) IOd
at each web \
61 lath
vertical wood
s to provide
:ration into
3/4' penetration
members
5/8" thick light textured
stucco on tgpical 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 -
o-Slope per foundation plan
I) T
Brace Gable end
with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) 10d
nails at each truss
PRE-ENGINEERED WO.... i. AGJ�JGV
® 24"o.c. TYPICAL
i shop drawings bg manufacturer )
\R-30 blown fiberglass
in bottom chord or trusses
I/2' drywall with smooth finish
Two rows of beam block filled with concrete
and (1) #5 bar cunt. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
1/2' drywall over I" x furring
strips at 14" o.c. with II fi-forl
insulation on tgpical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
bo Mortar to be Type 'M" only proportioned er FBC RLOI.I
and Mortar joints shall comply with FBC 601.2.1.
Provide Dur-O-Rock at all wet areas fox showers, tubs etc...)
Fill cell with concrete and
(I) #5 bar vart. (tgpical).
Max. spacing shall not exceed
ood 48' unless otherwise noted
see foundation plan notes for
ass spacing at openings
4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
01
Ical Section
�I
at Front
fi orc
Scale : 1/2" = 1'-0"
n
H
W
Provide downspout
trap
trues to wall using Simpson
MGT with
Simpson
HETA 20
din.
threaded rod with min 12"
embedment
hurricane anchor
at each truss
into
(22)
beam either wet set or in
IOd nails into truss. Add
leg detail
epoxy with
blocking to
this
24 o.C1810 supportingMax.ax.
ETA 2
truss per on
sheet �
s. uplift
L4
is
III
IiAV,'ZI
1
01
I
ION
e
i
FAR
MCI
WA Ar
i
f■�
111
1011
CHETA 20D ETA 20
Provide for gutter Simpson HETA 20 Provide dw out
hurricane anchor at each truss "sip
( 24" o.c.) supporting Max.
1810 lbs. uplift
to
a
X
OW En
N
H 1°
n- �
13-
N
wit
=t In
Q
c •, �
f—
wig
u0
W
O ,_
g c: = OD
—
S!C4
1-2-19
PANEL
"A"
Pals
EIR
Load
Wre
Description
arcs
erg
Description
Wire
as
1
20
1.2 ke
a12
Rerrgarater
I
R
ai
2
1
20
1-2 ka
s12
Cloths Waser
3
1
20
1.5 ks
$12
Kitchen S.A.C.
6
L
D or$10
Jko60
2
I
20
1.6 km
aH
Kitchen S.A.C.
T
e1
20
—
$12
Bathroom Recopts
9
10
Ar C
W10
I
20
1.2 ko
$12
Dishadw
II
12
1
20
1.2 ko
012
Mieramve
13
14
Ar Hand
a10
5.0 ks
30
2
1
Is
—
a14
General Lighting
16
is
I
I6
—
a14
General Lighting
IT
is
WH
010
5.0 ko
26
2
1
15
—
a14
General Lighting
19
20
1
15
—
a14
Gonoral Lighting
21
22
GDO
a12
0.81 KtIJ
20
1
1
16
—
e14
General Lighting
23
24
Spare
Span
26
24
Spa n
Spar.
1 21
1 28
1 Spare
spare
1 29
1 30
1 spw
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
I Watts
Total(Watts)
General L�ghtmg l3, watts aq Pt)
Small. Appllancp, Circult(s) .......... ......... .. . . . .... . .
Rang? ......... .................. ......... ...........
Refrigerator..................................................
Micrawave.....................................................
.Dish.Dasher...................................................
Clothe!..!Uashar...............................................
Clothes..1?r9?r................................................
,Water, Heater ...........
Garage. Door .Opener ........
1135
3
5=5
2
1,500
3 000
1
12.000
12.000
1
1200
1,200
I
I.500
ISOO
1
1,200
1,200
1
1.200
1.200
1
5,000
5,000
1
4500
4,500
1
810
810
Total Watts
3SAI5
First 10000 Watts e100%
1
10,000
10,000
Remainder 25AIS e40%
1
O
10.244
Electric Heat or A/C 10.000 065%
1
10.000
10.000
Calculated Load
Watts
30.244
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 124.02
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Sj
Double Palo Switch
®
Egeball Recessed
e
Push Button Switch
Exhaust Fan
-.8
Duplex Outlet
¢
Ceding Mounted Light
Special Receptacle
♦
Wall Mounted Light
aterpr ground a t circuit
Light With Pull Chain (attic)
®
Floor Duplex Outlet
0
Computer Connection Jack
®
Carbon Manmade Detector
Flood Light
7Q
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
%e
Ceiling Pan
®
Television Jack
®
Tel"hone Jack
A DDisc
A/C Disconnect
®
I x 4 Florescent Light
4 Florescent Light
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A FAN
O - THERMOSTAT LOCATION
B/A = BALANCED AIR
FIELD VERIFY SERVICE LOCATION R£SPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C diet.
A/C disc.
u2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2" PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit aleeVe AMP
MCS
into attic MC6
PANEL AHU
PANEL AHU
mOOa rated
mote rated
meter can �
meter can n
Interagstem bonding Interagatem bondmg
2„ PVC ( FPL Termnation pomt 2" PVC ( FPL Termination point
schedule 80 schedule 80
2' rigid service FPL 2" rigid service PPL
PORCH
141 CFM
IOAOxl
GREAT
1141 CFM
IOWOxi
DINING I
ROO
141 CFM
IOxl0xl
IOxlOx6
KITICHEN
3 TON
I
SEE MANUAL
I
MICROWAVE
NON -VENT
ICLwAR
"J" and Energy
Calculation
L
O
3e'
for unit into
— —
A/G
W.H.
#I
4"4 Steel Ballard
See detail an
this sheet
ar x 64° 1
Access
L�t�
-w-& - J1
GARAGE
r----------------- i
I I
I 1
I I
12W2WOO
124 CFM
IOudOx4
/MASTER
BEDROOM
1p1124 CFM
_ IOudOrd
'1 CFM
LOSE
0 50 clamWASHER DRYER
LAUNDRY I
12e 11,®
IL Clam
aX4x4
Ill CFM
12xixl
SECOND
BEDROOM
20x2O
Fri l
12;d2xe
liv B/A
THIRD
I
BEDROOM
jI ? I 100 CFM
l l I034x6
I ground rods
I
I ground rods -- - -- ---
I I
ELECTRICAL RISER
ALTERNATE SERVICE ELECT. RISER
- Contractor shall use AL-CU Landing lug& NTS
- Contractor shall use AL-CU Landing lugs. INTOI
I
- Contractor shall torque lugs I.A.W.
- Contractor shall torque lugs I.A.W.
I
manufacturers recommendations which
manufacturers recommendations which
I I
shall be verified prior to construction
shall be verified prior to construction
- Verrfg AIC/KIC Rating prior to ordering equipment
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I.
Use copper wire onlg Prom panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects less
20. All equipment and panel sizes shall be verified before
2.
Provi a and wire all required smoke f Carbon
of or a period or 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 condition&
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 Emil
or as selected bg others.
S.
ALL exterior outlets to be WP/GFCI protected
other phase of installation that may have been damaged.
4.
Recessed cans to be installed per NFPA requirements.
16. It is not the intent of these plans to show every minor detail
22. All racewags and pipes placed in or through any concrete
1.
Tamper resistant AFCI receptacles are required In
of construction. The contractor shall Purnieh and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from ang other service.
8.
9.
A/C Return Air Balance Must complyy w/ FBC RMI402
A(C Refri�lecc��rr��t lines
the requirements necessary for the equipment to be placed in
that are run thru slabs must be
sleeved in PVG
proper working order.
23. All exposed wire below 9'-1' shall be installed in metal EMT
Il. All work shall be done in accordance with the N.E.C. and conduit.
1. ALL k shall
Equipment shall comply with eneec calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per
II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utilnt
contractor, the completed slatem shall be fully operative. and telephone company. y F C RMI502
12, Contractor shall pag for all Tees. permits, tesfing, and
inspections including blower testing where required. 18. The electrical system shall be completely and effectivelg
13. All work shall be coordinated with other trades to avoid grounded as required bg 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 liabnlitg and property damage for the labels where applicable.
i duration oP the sessile_
150 Amp
Panel
GOLF CART
GARAGE
I
I
I
I
I
I
I
WP GFCI
Install owlet
under disc. �
not shown for Cl
clarity
—s
14
Wire For
Front Post
Light
PORCH
I> WP GFCI
�1
1
/
U® I %
I
I
I r
I I
I I
GREAT ROOM
I
I � L.
I
I
MASTER
BEDROOM
LOSET
\ WASHER DRYER
I e
\ LAUNDRY
DINING I �.\ -(>e �I
ROOM I ,
\
ITIty
,m I
r IT HEI
I I
REF.
GrC6
4 Steel Ballard
detail on this shoat
i
OPTIONAL -
LOCATION /
SECOND
I\1�EDROOM
I ; '0
's
1 �
THIRD
---BEDROOM
\e
GARAGE /
, L � Grcdb
150 Amp
GFCI / / \ / GFCI Panel
--------� ------ i \ 1� �--------�
Garage I ^ Garage
Door I «v I Door
Opener I \ ° I Opener
I I
G GAT
RAGE � �
I I to garage' ghts GFCI I I GFCI
i
LIMP GFCI
=E IEWED FOR
BOCC
~'--- ELECTRICAL FLAN
Post Light with
Photo call SCALE: 114" = 1'-0"
Center Post Light
between drnrewags
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
lU�(, ring Burlding Corp.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm u
Architects — Planners
""q
5-23-18 Garage floor slope and
detector
411 S.E. Coconut Avenue
Tel : (112) 281-8258
BPax
III DO
r I W
�
Drawn bg:
smoke revision
F — 1
15 — 15 8
C.C.U.
Sp. Lakes
: (112) 281-8283
E-mad: bradenaiaecomcast.not
Checked by:
Impact
Stuart FL 34996 AAA 000032
Lu
StLucie County Florida
D.R.B.
OF 5