HomeMy WebLinkAboutBuilding PlansI
Gulf Coast Suppil and MPG Sy Crimp Metal roofing # L
24 ge. 5v crimp mains roofing attached to plymoaxi leek using fC9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlayment Installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin ceps and with 1.25" ring shank noise
�aeed L" o.c. at all laps and two sta�gered rows 12' o.c. In field. Attach
owl• to r"..usa .unn ntt A,1....t A.tn .w tI a&..t
2„
2„
thick fcal textured
stucco on typical concrete
O stucco
block construction
or1i
-
Z"*- --- ---
5/8" thick x 8% cut
coral finished stucco bands
LEFT ELEVATION
SCALE: 1/4' - II
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12
2600d a. 5v crimp metal rooting attached to plyeood deck using #9 x 1.5"
IN with self seating washer at 12" o.c. max spaaxrrg over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
s w aced 6 c.c. at all laps and two staered rows 12 o.c. in field. Attach
dpeck to trusses using attachment detail on this sheet
Finish Columns with
5/8" thick cut coral
finished stucco bands
5/8" thick x 8% ct
coral finished stucco banc
ELEVATION MOTES:
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 8IIL51.12
2L a. 5v crimp metal rooting 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 Pelt underlayment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails
d V o_c_ at all laps and two �staggered Lrows 126 o.c. in field. Attach
06ut.4v Vil 6upit.an {.vrlf..r 6tcr �, v �rua.n •.ue ..vi as
block construction finished stucco bands
REAR ELEVATION
- Overhangs at 1'-0" unless otherwise noted on Roof Flan
Roof pitch at +12 unless otherwise noted
- Any changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands Into Window or Door.
12
i
SLOPE 14
e
I2" 5/8" thick x 8"w cut ; 2„
H. oral finished stucco bands H.
3
5/8" thick light textured
tucco on typical concrete
block construction
------------------------------------------------------------- o,
RIGHT ELEVATION
Product Approval Submittal Affidavit
�
Opening Sohsduls Sning Doors, Overhand Doom ROM Door, 1SndonsTfflT
TypeProduct
NLTJMM
Model
Manufacturer
Glass
Attachment method
�atiVo
Date
of ApproPressure
ved Taste
1.20
t4
FL# 239.3
Single Hung
SH-100
Impact
PGT
5/I4"
1/4" ia. tapco�ra a/ rim. I t3/aC psn.tr19 to be
mr'p°C,, eda a psitia s Wcr A m Profit appphroMvaaldhare to
+ 80.0 PSF
A
IL-0330.02
Overhead
Garage Door
Model 824/811r'rt
19 max, width height
DAB
v x c• a n
P a.. to
10-9-21
+ 50.0/-LO.0 pof
B
FL# 16L14.1
Fiberglass
Daw Pro/
Smooth pro
Jeld-Wen
I- co 1/4" din. ttpcon with win 1.25' embsdmmt at 3' mix
from corners and n.5' o.c. sax thereafter in head and jambs.
+ 50.0 PSF
(�,
FL# 251.5
Sliding Glass
Door
Series 110
SGD
PGT
I" nom
Type "G5A"
1/4'III,dia, tapcoars W/ min. 121/ penstration to be
w. 2 11 edgs�dmtpances .pee mdontriin Prosdhusic�taadphproval
± 40.0 PSF
Product
Model ;
Manufacturer
Attachment Method
TOT
lases t
Daidgm, Pressure
of Approved Tests
MZ1l1i0D9
FL# 261.1
1' x 2 $/4' x .315'
PGT
Irutall par fastener tgpe and oreemgs shown in Table IA and IS
of 22.
m product approval on sheet 2.
+ 58.0 PSF
ROOF
FL# IIL51.12
5Y Cnmp
Metal RooPing
Gulf Coast Su I
in y
and manufacturing
2L ge. 5v cri p metal roaring attached to pypood deck using s9 x 1.5"
wool aerews n't% self seals q washer at 12' ae. max . c +g over ASTM D
(t a 2) 30 lb relt underlaipment installed nth win. 4�mr-2 hips and L' end
Ws fastened nth corrosion resistant nn ceps and with 125" nnq Shenk nasal.
=ad L' oe. at all laps and two stamens rows 12' ae. m held. Attach
leek to trusses using attachment deteal-on rod plan
- 108.5 PSF
Siding
Stucco on Block
soffit
FL# 12198.3
Model T4 12" vented
VinyI Soffit
Kagcan
Install using 2" x 2' battens at 6' o.c. screwed to soffit framing wing
#8 x 3' wood screws at each truss. Install soffit to battens wing
012' dia, x 1.5' log ring shank nails with S/8' dm. head -
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
SCALE: 1/4' - 1'-0'
5/8" thick x 8"w cut
coral finished stucco bands
= Finished Floor Q111I Finish Columns with
oea 5/8" thick cut coral
finished stucco bands
2" x 4" top plate F"1�1/2- drgwall ceiling on truss bottom cord
base -board
I/2" drywall on
2" x 4" studs at 14" o.c.
2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
CxL" #10/10 WWM on L mil Viaqueen over
clean compacted termite treated Pill
Interior Non -Bearing Partition
nts
SCALE: 114' - II
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 ga. 5v crimp metal rooting attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 Ib Pelt underlayment installed with min. 4w sidda laps and V and
laps fastened with corrosion resistant tin caps and with 1.35" ring shank nails
spaced V c.c. at all laps and two staggered rows 12" c.c. in field. Attach
deck to trusses using attachment detail on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb, felt using ad nails. Substrate
to be 19/32" COX Plgwood nailed at V o.c.
in field and edges with III ring shank galvanized
nails into truss webbing.
12
SLOPE 14
--- 5/8" thick x 8"w cut
coral finished stucco bands
5/8" thick light textured
stucco on tgprcal concrete
block construction
FRONT ELEVATION
. ToP-00
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
Bolding Design is Enclosed Risk Category: II Wind Velocity: 165 mph ultimate
Mean Roof' Height: 11'-O' Rod Pitch: 4:12
Internal Pressure ce iclent: t C_Is
Sub,leetabilily to damage from: Weathering: Negligible Termites Vera Heavu
Width or Rod End Zone: '- ' Wind Speed:-Y&-mph ultimate
Wind Exposure Claspificatiau C LZI x O.L - 0.12L
Adjustment factor or Exposure Height: AggD dea n
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.LDL+04 L
Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.11 pal
Rod Zone: 2. +20.6/-51.0 psf
Rod Zone: 3. +2O.c/-84.0 par
Components t Cladding Wall End Zone Width. 3'-4'
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +gg6.8/-38.1 par
Wall Zone: 5. +35.8/-41.8 per
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pof
Shear Walls Considered for Structure? yes
Continuous Load Path Provided? Ye.
Are Components an Cladding Detal s Provided? Yes
Minimum Sal Bearing Pressure.2300 Do. Presumptnrs: X By Test: pa
ROOF LIVE LOAD: 31 pd ROOF DEAD LOAD: I® ps(
FLOOR LIVE LOAD:-13- W FLOOR DEAD LOAD:-LQ_ pd
JOB ADDRBSS:Ca'SSC..o
Roof Zone I
Walls Zone 4
M ® Rod Zone 2
Walls Zone 5
END ZONE
Comer Zones
Rod Zane 3
FLOOR PLAN ,H,
CRASH POST DE7,41L
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.S.
I. Contractor to verif ALL notes and dimensions prior to
(� {�
high 6y 4" diameter
steel
steel crash post. Floor
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts into
Slab (3/e t 50 lest steel plate)
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.
a/," 2'h"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete."
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
°
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L. Drywall be leveled to bottom chord
�3/a" 2i�"
at ceilings shall and attached
2,'A"
Of trusses Wlth 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.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
2 , ,
'�
handicap accessibility requirements.
h"
12. Lowest finished floor to be set bg Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14, Door between garage and residence shall be I-3/4% 20 min. rated door
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I" x L' P.T. Buck
block with case hen
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attar
with F.B.C. R316 - see permit info box of code edition
18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C960, C1002, C1041,0111, C1118, C1218, C1395, or C13% and shall be installed
according to the following: (FBC
R102.3.5)
Drgwall
Thickness
Location
Orientation
Framing
Member
Max spacing
re
Nail stung options for
drywall
Spacing
installation of into
Nails
Screws
Maximum
wood framing members
2' x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/L4" head
0.098" diameter x 1 1/4' long
/2
annular -ringed or 5d coder nail
OR
0.080" dia. xx 1 5/8' long with
Walls
Either
IL"
8"
IL"
Direction
15/L4" headOR
Gypsum board nail 0.086" die.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
7"
12"
139a 15/8' long with 19/64" head
0.098' diameter x 1 3/8" long
/
annular -ringed or Ld coder nail
OR
Walls
Either
1L^
e"
1L"
0.042" dia. xx 1 1/8" long with
Direction
1/4" head
OR
Gypsum board nail 0.0915' dia.
x 1 1/8" with 19/L4" head.
Install SGD thru buck into
block with 3/I6" tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/14" tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product apprc
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum 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.
2L Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanying smoke
developed index not to exceed 450 when tested in accordance with ,45TM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
21 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5'
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 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 L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet \
Simpson HETA 20 or equal
hurrican nc or at egch truss 12
with (10� POJ' x I I/2 nails PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max 4 at 24"o.c. TYPICAL
18101bs uplift
(shop drawings by manufacturer)
Aluminum Drip - -� �� R-30 blown fiberglass
Edge t Fascia in bottom chord or trusses
I/2" drgwall with smooth finish
2' x L" Sub -Fascia Two rows or beam block filled with concrete
and lD #5 bar cont. in each row. Substitute
Kegcan full o vent vmgl soffit installed precast lintel filled with concrete and (1) #5
aen 1/8" dia shank x 1.5' long gaily. bar cont. for bottom row over openings
roong note with 3/8' die. head per
product approval - see chart sheet #1 1/2' dr well over I" x furring
stripa at IL' o.c. with R4.1 fi-foil
insulation on typical 8" Block walls
5/8" thick light textured = All drywall to be installed per FBC R102.3.1
stucco on tgpical concrete T and shall meet all pertaining ASTM codes.
block construction ro Mortar to be Type M only proportroned per FBC R401.1
and Mortar Jonts shall comp g with FBC RLOl.2.l.
Provide Dur-O-Rock is all wet areas (ex showers, tubs etc...>
#5 bar vert. w/
30" overlap Fill cell with concrete and
at each filled cell (U #5 bar vert. it cal).
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
L"W #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade
- 14" x 14" Concrete footing
14" with (2) #5 bars cunt. and #5
TY F i C A L S E C T i O N transverse bars at 48" o.c.
Scale . 1/2" = 1'-0"
to Masonry Beam
nails
Head
fixed door
sliding door
AREA CALCULATIONS
Living A/C = 1446
sq. ft.
Front Porch = 141
sq. ft.
Rear Porch = 200
sq, ft.
Garage = 321
sq. ft.
Total Under Roof= 2108
sq, ft.
Total Cubic Ft = 11,548
2' VTR
I
I
I
I
21" VI�ITIR
JjL
Master�
Bath
' VpTRYIisnot.IIIIIIv.w.c.2
ko
NM,
s'
C.O. To saptic
PLUMBING
RISER
I" x L' P.T. Buck nailed to
block with case hardened made
prior to door attachment
r, Masonry Wall
it
Bottom Track Typical Flooring
Sill Install SGD thru buck into
block with 3/IL" tap -con with
Sliding D oor D e t a i l I I/2" penetration at L" max.
from each corner and 20.' o.c. max
At Masonry Wall NTS thereafter at Jambs per product approval Jamb
Window Schedule
Mark
Size
Routih Open.
Window Description
PRESSURE ZONE
I.
4'-5 i/s"x V-3 %a"
Ws"x 63%4"
Single Hung
ZONE 4
2.
6'-2Ye"x 5'-3 Ve"
15" x 0 %4"
Single Hung
ZONE 4
3.
'-2" x V-2 1/2"
2l%'x 38%'1
Single Hung
ZONE 4
4.
4'-5%'x 4'-2 Tell
54is"x 54V'
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough 0 ening
Door Description
PRESSURE ZONE
A
4'-O" X 1'-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-O' X it -an
41'/4°x 83%"
Fiberglass Panel - Ineam
ZONE 4
C
6'-O' X 6'-8"
L4" x 81 i/,° =
Sliding Glass Door
I ZONE 4
D
2'-0" X 6'-8'
Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81
E
X-C X L'-se
Solid Core - Wood - 6-Panel
F
5'-O" X V-8"
Solid Core - Wood - i-Panel - Bi-Fold
G
2'-8" x V-e" x 1 �4"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X V-8"
Solid Core - Wood - L-Panel
J
2'-L' X L'-se
Solid Core - Wood - 6-Panel - Si -Fold
K
X-8" X V-8"
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 1*1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
2.
e e O EGRESS
12' x 12" Concrete column
block Pilled with concrete and
p (2) #1 bars vert. tied into
i lintels above
° Covered Porch
12'-8"
I v
8'-0" to 9'-I
" A.F.F. OL
in
Vaulted
teiling
GR
AT
R
OM
e
O
-8„
119'14
i
I
Iin
N
o
8'-0" to 9'-8" A.F.
2" x C knee -wall
Vaulted Ceding
i below counter top
DINiNG
I
ROOM
I ,F
e
I �r
i
b
Vanity to be
I �
i
34'/z"high
i
II'-O s/4
1High
Wall
Liver -hang
0
°
H.
A T H
Rod t Shelf
C]
O
in
N
"
F
O
8'-0' A.F.F.
Flat Ceding
Zo
6US
2vU
~
ILA
M\
SECOND
N
BEDROOM
�0
EGRESS
r12"
12" c
crete
/ I
5'-4"
Install windows thru back into
block with 3/I6" tap -con with
1 1/2' penetration at L' O.C. max
from each corner and 20.' o.c, max
thereafter at iambs and 20" ax. max
Exterior face at head and mil per product approval
of wall - / \ Buck to be I" x 4" PT
N
I
Ij�
I n�
,Q a
T
b
s column block filled C V E R D
2) #, bars v rt. tied R C
tels above
II'-L1, L' 2"
n
MASTER
BEDROOM
8'-0" A.F.F.
Flat Ceding
I Rod t Shelf
r I •�
�I 6
L SET
c.. Rod t Shelf
� F---T
i how i
I
KITCHEN
--J b
8'-0" A.F.F
Vanity to
34', high-
fn
r
I
BATI-
N
Flat Ceding -
10'-5" -O"
pper cabinets to
extend over af.
N
H.
-n m,tt.
4'4' Steel Ballard
�qg detail on this
22' x i4'
Attic light 1 Provide auto
L----
s 150 mp
m Panel
GARAGE
8'-4"
Flat Ceding b
N
r----------------- i
- Block wall in
Igarage to be i
struck block i
I I
I ® I
I I
91_01,
15'-10"
Exterior face
low
iu
H
O
Vent
ti
u�
g4�..
Nu_
A/C o
41
i
;r
eter
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x L" PT Buck
b
i
N
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood ecraws thru Jamb into buck
lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and
Detail at ill i n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment
INSTALLATION
NTS NTS
Braden It Braden AIAe PA Wanne Building Corp. Date Drawn Revisions : Sheet
Architects - Planners 9-4-19
411 S.E. Coconut Avenue GARAGE Drawn by:
Tel : (112) 281-8258 The Grand Carlton RIGHT C.C.U. 21
Fax : (112) 281-8283
E-mail: bradenaiaacomcast.net Sppanish Lakes Checked bg:
Stuart. FL S499L #AACOCOOS2 St. Lucie County Florida D.R.B. OF 5
Comm #
12-21
B
J
1 iCUL.
I U1l;::�/�L
INk./
I = 0 :
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:
ROOF (DL+LL) = 41 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
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-16, E
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
Il.
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.
E% SUBSTITUTED FOR WELDED WIRE MESH.
BE
MIX MAY B
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
12.
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 Fb OF 1400 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
IS.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
-I-
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE I-1/2" RECESS FOR OVERHEAD DOOR
16.
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
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 2800 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'-0" 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-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/ Thicken edge to 8'x8"
SCALE: 1/4" = I'-O"
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.
30" overlap EE TYPICAL with concrete and 4" concrete slab with Pibermesh OR
at each filled cell fi �ECTIONS one 45 bar continuous Vxd" #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
4" concrete slab with fibermesh OR
Vx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated Pill
r M c /T
e III— I
footing Iwi h (2)c#5 barsnconte
I�
f I TYPICAL FOOTING DETAIL
SCALE 1/2" = I' -On
4" concrete slab with Pibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation pan
n
0" (2) #5 bars cont. bottom steel
�.F 12"'
12' x 12' concrete column
block Pilled with concrete
and (2) #'I bars vart. tied
into lintels above
Top of tooter
16" below finished floor
OLUMN FOOTIN(
STEPDOWN
ALP 1/2" = V-
Verify house slab
height in field
SCALE 1/2" = i'-
PORCH SLAB EDGE DETAIL
SCALE 1/2" = I,-O.
#5 bar
vert. w/
30" overlap
at each
filled cell
SEE TYPICAL
CTIONS
Adjust
curb her ght
based on gar. floor
4" concrete slab
with fibermash OR
slope
Vx4' #10
an 10emilV ede n over
#5 bar
in curb
clean compacted
fill
0'-0" e F.F.
Grade
°
Oa Eif
-
1,
14"w x
14"d concrete monolithic
—
footing
with (2) #5 bars cont.
14"
AGE CURB DETAIL
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 NTS
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
9. CEO
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
p rA 1 IV/bLAC1
, 34'-0°
-1
131
NITH65 PER( A
— r
® r FI 1
Filled cell under - IQ
girder above O I FI
- Rear Patio/Slab
I ®LU l to be poured separate L , 1
Prom the houae slab. 1
Ioi 1
I N r
I I Thicken footing to 1
24"w x 14"d x 24"L
_ a- ° I under filled call FI
° ° ° ° ° J under girder bearing.
Or— — — —— ---- —: — --
F1 I
Rear Patio/Slab to I
° I beflush with sliding door recof es
_{ I Slope 1/2"
a
a
I
-{ I
of 1
FI 1
I
°
I 1
° ( 4" concr to slab with Pibermesh OR 1
6"x6" #10/10 WWM on 6 mil Visqueen over
I clean co patted termite treated fill
I
I FI I
°I I
' I
_{ I
I
f�7 ,"5
V'
of r _hAl
4'4 Steel Ballard
j1t I I efilled w/ Concrete b
ql I F
° I Q a'l�l
I t
*uUti vmE I
I 1 I ;! E'- I
_ z v .,
I rz
° a _J I w 3 I
I Io
/ E m o
I FI / I - 00 `u I
L = r- - -- n J EPI °
I w
I I (L "_ I
Q x
I w I I
n
rkOF4
® rr — O t — — — — Recess for iCJ�--------- OD OO Garage 15oor 00
L-
6' ®
concrete column block filled
with concrete and (2) #1 bars vert. tied
into lintels above
Wynne Building Corp.
The Grand Carlton
Sppanish Lakes
St. Lucie County Florida
;�m
emu_
0
N
A/C lb
FOOTING
SCHEDULE
Mark
sae
Descriptron
I
14"W
x 14'D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
17111
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH
1 95 BAR CONTINUOUS
®14"W
With
x 14'D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 45 BARS CONTINUOUS - CURB a 0'-0'
Date Drawn Revisions
9-4-19
GARAGE Drawn by: REVIEWED FOR
RIGHT D.C.U. ';ODE COMPLIANCE
Checked bg: ST. LUCIE COUNTY
D.R.B.
Sheet Comm #
12-21
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plygwood
4. Use nails or screws based on ress re for root stated
in permit info box on these pans for zone 3
Ke
Area
Ede
Field
Fastener
Pressure
Zone I
6
6
8d ring shank
45 pair
Zone 2
8d ring shank
% sf
Zone 3
8d ring shank
84 psf
** Zone 3a
b"
6"
#8 wood screw
112.5 psf
** Use nails or s rews based on res ure
in permit info box on these plgns or
Concrete
/ Lintel
for roof stated
zone 3
Van% with Plan
12"x 12"
dumn Block
Provide #5 bars with min. 48 bar Provide #5 bar set inpro-castdiameters overlap into beam. Tie lintel into boom where length or
beam fillam block steel. cell steal into continuous the opt calls for it.
be
Provide Cast -Crete = +r = - �+ �I T c •. °
SUS-OB/OT precast -- --- -
lintel set in mortar
Min. 8" Bearing - - --- - --•
1,,i T'I
j .j Provide PT Suck I q oured Filled Cell
I. 'I attached per ,lamb
etmts into filled cal.
4• f
Swill east
Provide #5 bars with min. 48 bar
rJiamoters overlap in filled call. Tie
filled cell steel into continuous
rooter steel.
.. `• +< .. .: . , Concrete Footing
(see looter schedule
- - for exact sixes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
IV
iv
SINGLE PLY REAR GIRDER TRUSS
Nat 2' x 4' blocking to vert. leg or
trues with IOd x 1.6 nails at 4' oc.
Install Simpaon MGT into wall using
6/9' dal. threaded rod not man. 12'
into wet beam and (22) IOd wails into tress
�-1 Re6ar
Rebar 48 Bar Oia.4 1 Min. Overlap TRUSS BLOCKING DETAIL
Column to Lintel AttaCilfflGflt ;R; AT GIRDER STRAPPING,
AT CENTER BEARING POINT
NTS
I/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
13 E f` N
j"1
SCHEDULE
C
I
I E D
I
I I
be D T1 2 felt paper using B Walla
Plywood L field
be 19/32" field
J"l I I
lid
L-
to nailed at . in
to COX t o.c. in
and edges with IOd ring shank Walla into etude.
Mark
SIZE and
Del3crl
tlOn
\
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12
TWO route of beam
block filled
with concrete and 1 >f5 bar
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
ASTM D
BI
continuoin each
us
raw. Hook
vert. bar over top bar with
wood screws with self sealing washer at 12' o.c. max spacing over
#5 90° bend bar
With a 10'
min. la at t bar.
p
(type 2) 30 lb felt underlayment installed with min. 4 aide laps and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all lapa and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet w
LINTEL SCHEDULE
Mark
W how
Unit
Wilt
Lintel
Srri
Cast -Crete
S flcation
awm
Romo or 'H' Block
Above
8attom
Baal
S�
Tap
Steel
Srsy
Csr�avrtg
Lsed
(PLP)
Up�Yft
Load
(eLP)
Lateral
Load
(PLP)
L22
2'-2'
3'-L•
8P8-08/IT
I
as
30G9
GN
1024
L31
21-LLO
3'-P
4'-0'
8P8-OS/IT
I
86
26LI
1565
its
L45
4'-5'
S'-10
d1a8-015AT
I
s6
1105
10q
334
LSO
5'-00
L'-L•
8F8-OB/IT
I
85
1238
It135
121
LLO
L'-8'
T-V
8P8-OBAT
1
#6
Ion
-al
534
L80
V-O'
T-42
810E-I15/2T
I
e5
2
86
152
Sea
512
L90
1'-04
10"-L•
8108-18/2T
1
#5
2
s5
443
530
401
1_908
9'-O'
l0'-4'
610I6-1115/2T
ONE
1
e5
2
$6
1633
Us
401
1.100
IC'-O'
111--49
8P8-18/2T
1
IB
2
86
562
494
452
6100E
10'-00
II1-4'
BPIL-11111/2T
ONE
R
#6
2
$6
I3LL
102E
452
L120
12'-O"
IV-4'
810E-18/2T
I
95
2
86
4"ll
428
324
L1208
121-00
IV-40
BPIL-15/2T
ONE
l
e5
2
s6
1015
990
324
LMO
LI60
141-4106
IL'-0'
16'-4'
IT-4'
81014-115/2T
81118-I15/2T
ONE
Q
IM
R5 I
2
2
e6
85
1250
$00
&o9
M2
259
1414
LWO
IL' -Om
IT-4' 1
81016-6/2T
ONE
1
95
2
s6
'ISO
500
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'-0" LONG ARE TO BE PRESTRESSED. 1
Simpson HETA 20 or equal
hugpic a or ap aZeh true
with (lal � x I A netts -
( 24" o.c.) orting Max.
18101bs. u in
Aluminum Drip 712"
Edge t Fascia
2" x L" Sub-Fasci
Kaycan full o vent vinyl soffit installed
usn1/8' dha shank x 1.5' brig gaily.
rooFping rods with 3/8' dia. head per
product approval - see chart sheet 91
12' x 12' concrete column
block filled with concrete
and (2) #'I bare Vert. tied
into lintels above
thicken edge to 8"x8'
with concrete and
one #5 bar continuous
BEYOND
Top of looter
IL" below finished floor
"
4 (c=___,
Aluminum Drip •
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd da
at each web
.rat"m into
3/4' penetration
members
3/8' thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30' overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
a Slope per foundation plan w
I�II4—H III=II��
Brace Gable and
with 2" x 4' SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
S 24"o.c. TYPICAL
( 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 ill) #5 bar cost. in each row. Substitute
precast lintel filled with concrete and (l) #5
or cont. for bottom row over openings
1/2" drywall over I" x furringg
strips at IL" o.c. with R4.1 Fi-foil
insulation on typical 8" Block walls
All drywall to be installed per FBC RI02.3.1
i and shall meet all pertaining ASTM codes.
ao Mortar to be Type 'M" only proportioned er
and Mortar joints &hall com ply with FBC RLO
Provide Dur-O-Rock at all wet areas (ex. of
Fill cell with concrete and
(l) #5 bar Vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwisese noted
Base e foundation plan notes for
Ba spacing at openings
4" concrete slab with libermesh OR
L"XL" #10/10 WWM on L mil Vnsqueen over
clean compacted termite treated fill
I I � IIII1 I-.::'•.��, �: IIII11 I I .IIII III—IIII=II I I 11 I I I L I I I„ I I
III IIlII III III ���� IIII—IIII—IIII 141 - FI
��_11j1 IIII 111�1111 Tgplcal Section at Front Forch
Scale : 1/2" . m "
n
w
04
in W
� X
C.4
tY
H 16 a
a
2 s
U
°w'O o0
tq�
u ty
7 \v
r
Simpson
HETA 20
Strap
truss to wall usingg Simpson
MGT with
hurricane anchor at each truss
5/6" dia.
threaded rod with min 12"
embedment
24" o.c.)
8U ortln Max.into
Pp 9
(22)
beam either wet act or in
IOd nails into truss Add
epoxy with
blocking to
1810
lbs. uplift ETA 20
I
truss leg per detail on
this sheet
IiO.e
�o
NOW
NINEPINS- 11"
WA
Vol
1
`
iw
Crowe unth self sealing w.-shor
at 12" o.c. mael n, over AISTM
iLAJ
RLOI.I ETA 20
tubs etc...)
ROOF FLAN
to
w
X
q
r
Oq
m
.-�
o
HQ An. a
UJ �a
2 0 '" a
u
to oO
O
OD
to 'Q
a
�N
w
`y
Brace Gable end
with 2" x 4" SYP #2 min.
mart back nailed to bottom
of top chords using (2) IOd
nails at each truss
— OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET
— ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
— ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
1-2-19
- - - - - - - -PANEL
n A a
ee
Dearnption
arcs
arc*
Description
woo
Lead
BR
Pak12
Refrigerator
I
R e
96
12.0 ks
50
212
r
Clothes Wader
3
K20-
12
Kitchen S.A.C.
5
1
Dr
910
6.0 ku
30
212
Kitchen S.A.C.
�
a
12
Batt"on Racepts
9
10
Arc Can sor
$10
6.0 lea
30
2
1
20
1.2 kw
#12
Dishwasher
11
11
1
20
1.2 km
#12
Microwave
IS
14
Air Hand
910
6.0 ku
30
2
I
15
214
General Lghtag
15
It
3
1
16
814
General Lghteg
n
18
WH
$10
5.0 lee
26
2
1
16
$14
General Lighting
19
20
1
16
$14
Goneral Lghi"
21
22
GDO
#12
O.al KW
20
I
1
15
814
General Lgking
23
24
$pare
swe
25
2L
sperm
Spay
29
28
Spere
spew1
29
1 301
$pare
PANEL "A" LOAD CALCULATION SHEET
Load Description
(2t .
I Watts
Total(Watta)
General,,Llghting„(3, uiatta„!4.,Pt.),,,,,,,,,,,,,,,,,,,,,,,,,
Small, A,pgllence, Cire ult(a). . . . . . .......... * ...................
Rang ... ......... ......... ......... ......... ..........
Refrigerator..................................................
Microwave..................................................
Dish Washer
Clothos..W.+Id14f...............................................
WaterHeater
Garage, Door, Opener .......................................
1135
3
5,205
2
ISOD
3,000
1
12,000
12,000
1
I
I
1
M1�20
1
I
1
810
810
Total Watts
35,Ly'e
First 10000 Watts 0100%
1
10.000
10,000
Remainder 2SAI5 940%
5
O
10,24L
Electric Heat or A/C 10.000 965%
I
10,000
I01000
Calculated Load
Watts
30414L
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 124.02
Panel Size Required = 150 Am •
Electrical S mbol Legend
S
smgie Pak Switch
®
Recessed Can Light
Sy
Double Pak Switch
®
Eyeball Recessed
FIB
Push Button Switch
Exhaust Fan
'9
Duplex Outlet
¢
Calling Mounted Light
-0
Special Receptacle
Well Mounted Light
W"prod ground fault treat
3a
Light with Puy Chain (attic)
Flow Duplex Outlet
o
Computer Comeetan Jack
®
Carbon Maaade Detector
4C-?
Flood Light
T
Thermostat
m
Electrical Parcel
®
Central Vac
8
Eleetneel Motor
®
Smoke Detector
Ceiing Pan
®
Televisi Jack
=
Telephone Jack
q D16C
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Fkrescarit Light
®
speaker Hook -Up
(Eo= JUNCTION BOX TO SUPPORT A FAN
Q = THERMOSTAT LOCATION
B/A = BALANCED AIR
H.B.
Vent _J' thru_
O_Tl`It --
i_„
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C diet.
A/C
disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2" PVC Schedule
40 conduit
2" PVC Schedule
C�
40 conduit sleeve Ai°P
into attic MC
PANEL AHU
PANEL
AHU
200a rated
meter can �1
200a rated
meter can n
L
28, PVC ( FPL)
schedule 80
2' rigid service FPL
ter
1 j gr
ELECTRICAL RISER
rods
bonding Intemstas bonding
Pant 2" PVC ( FPL Termination pant
schedule 80
2' rigid service FPL
ground rode
ALTERNATE SERVICE ELECT. RISER
PATIO/SLAB
i
GR AT
R OM
I
I
I
Center Registers
I10>dOx7 on ceding fen I IL9 Ox7
I01.,� i
DINING
ROOM
IL' I
I
23112x6xi
LW
SECOND
BEDROOM
I23d2xa i i
B/A [�
Ile
19.3 CFM
103111034
MASTER
BEDROOM
163 CFM
IOxiOxL
12D/
=L0SET
,10 F---7
6 --t
/�' BAT
° ° _ I 10,
--t - - - - -
�
-Yew.-Lbr-uL
Soffit
I of ++ O Ei CFM
I o I
> I 22" x 54' 1
>� P Atli# Ace
- _ 150 Amp eter
111 Panel
COVERED
PORCH
r
I
I
I
I
I
I
I
I
I
I
I
I
GARAGE
-------T
I
I
I
i
I
I
I
I
I
I
I
1
MECHANICAL L A \r 0 J T
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall use AL-CU Landing lugs. NT8
- Contractor shall torque lugs I .manufacturers
- Contractor shall torque lugs [.A-W.
_ i ri
SCALE: 1/4" - 1 - 0
manufacturers recommendations which
manufacturers recommendations which
i
shall be verified prior to construction
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment I
� � � � -
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I.
Use copper wire onl from panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects for a anot less than two from
20. All equipment and panel sizes shall be verified before
The
2.
Provide and wire all required smoke t Carbon
of period years
ordering. contractor shall provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21. Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
Recessed cans to be installed per NFPA requirements.
IL. It is not the intent of these plans to shorn every minor detail
22. All raceways and pipes placed in or through ang concrete
1.
Tamper resistant GFCI receptacles are required in
or construction. The contractor shall furnish and install
slab shay be spaced a minimum of three diameters or the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
8.
A/C Return Air Balance Must comp)g w/ FBC RM1402
the requirements necessarg for the equipment to be placed in
9.
ABC Refn t lines that are run thru slabs must be
proper working order.
23. All exposed mire below 9'-I" shall be installed in metal EMT
P
10.
sleeved In
ALL A/C Equipment shall comply with energy calculation
11. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
conduit.
24. Dr�}er Vents be
Braden it
Braden AIAa PA
11.
All work shall be performed by a licensed electrical
be fullg
meet all standard requirements of the local electric utility
to installed per
F�C RMIS02
Architects -Planners
12.
contractor, the completed a stem shall operative.
Contractor Fees,
and telephone company.
shall pay for all permits, testing, and
blower
411
S.E. Coconut Avenue
13.
inspections including -eating where required.
All work shall be coordinated with trades to
18. The electrical system shall be completely and effeetively
Tel
(112) 281-8258
other avoid
grounded as required by the latest edition of the N.E.C.
interference with the progress or construction.
Fax ;
(112) 281-8283
14.
All required insurance shell be provided for protection
19. All material shall be new and shall bear underwriters'
E-mail.
bradenaiaeieomcast.net
against the public liability and property damage for the
labels where applicable.
duration of the wark-
10
Stuart FL
99G #AAC0000 2
H.B.
Exhaust Duct
Thru Soffit -
Wire Four a
Front Post
Light
,-Govered Porch".,\
/ 1pq \
T
(
1
I
WP GFCI /
MASTER
BEDROOM
V I Se
GR AT Smoke / Carbon - -
RO M Monoxide Detector
Combo
I Q
I n
I �
I _ S.
1 -
I „�
I IJI
'�LQSET
II I
II I
DiNING GFCI
ROOM , _ T
I
G CI q{ / FCI GFCI
\ I I ° 5�
'4 I ----- Ki7CHENI-SINN
1
C HIMES C.M. Detector \
_
oRn3y4p3r FBC 3�,-2 24
INN
P.I II
(_) H.
e
�a
/ 1 enter >
BEDROOO
v9.
®/
/ B /\
`WP GFCI \
P CSR'C 14 I -I
"h GFCI
22" x II4" 1
I
AUK Access
Optional PR 1910 Amp
Panel
location I /
Panel
Pull chain �
light in attic( /
42"h
GFCI Y
GARAGE
Garage
Door
Opener
r----------------- i
I I
I I
I I
I I
I I
I I
I I
I I
I I
t I
I I
ELECTRICAL PLAN
v
u
rL
Post Light with
1 Photo cell
Wunne Building Corp.
The Grand Carlt
Spanish Lakes
St, I ucie County Florida
N
N
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP GFCI
nstall
under
c
disc-
N under dis
Q not shown For
csaritg
n/C
eter
SCALE: 1/4"
Attic VentincI Calculations EBC 2309.1
Total Attic Space = 212-4
Venting Ratio 1/150 sq_ ft. required
Provide A Continuous Vented Soffit
Date Drawn revisions
9-4-19
GARAGE Drawn bg:
RIGHT c.c.u.
Checked bg:
D.R.B.
Sheet
v`IE ED FOR
COMPLIANCE E-1
LUCIE COUNTY
BOCC OF 5
Comm
12-21
B