HomeMy WebLinkAboutBuilding PlansNOV 2 7 2019
ST. Lucie County, Pern
12" .
H.
Finish Columns with
5/8" thick cut coral
finished stucco bands
Gulf 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 lb felt underlayment installed with min. 4 aide laps and L" 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
5/8" thick light textured o O
stucco on typical concrete �.
block construction
5/8" thick x 8"w cut
coral finished stucco bands
RiGHT ELE\/ATiON
12
4 1 SLOPE.
SCALE: 1/4" = 1'-0'
12
SLOPE 14
8'-I" T.O.B.
0'-0" = Finished Floor
ELE\/ATiON NOTES:
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12
26 go. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 1 SLOPE, -
III
Finish Columns with
5/8" thick cut coral
finished stucco bands
REAR
- Overhangs at
I'-O"
unless otherwise noted
on Roof Plan
- Roof pitch at
4:12 unless otherwise noted
- Ang changes
to this
plan shall be submitted
to the architect
for approval In writing
prior to starting construction.
Gulf Coast Supply and MFG 5v Crimp Metal roofing. FL #IIL51.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
- Return ALL
Stucco
Bands Into Window or
Door.
woad screws with self sealing washer at 12" o.c. max spacing over ASTM D
1112) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusties using attachment detail on this sheet
12
4 SLOPE
5/8" thick x 8"w cut
coral finished stucco bands
\ 5/8" thick light textured
stucco on typical concrete
block construction
ELE\/ATION
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11G51.12
26 ga- 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 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
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 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12"
12" 2„
° ❑ 5/8" thick x 8"w cut �.O.H.5/8" thick x 8"w cut
3 coral finished stucco bands 3 coral finished stucco bands a O
®®"®
5/8" thick light textured
stucco on typical concrete
block construction
- - are a Finished Floor
Finished lour - - - - -O'-4" A.F.FD10100*1. 5/8" thick light textured
stucco on typical concrete
block construction
LEFT ELEVATiON FRONT ELEVATiON
SCALE: 1/4" = 1'-0" SCALE: 1/4" I'-O"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights
Type
NOA/FL
NUMBER
Product
Model
Manufacturer
Glass
Attachment method
TESOpening
Expiration
Date
Design Pressure
of Approved Teats
1,2,3
E4
FLU 239.3
Single Hun
g g
SH-100
Impact
PGT
5/I4"
Vq' dia. tapcons w/ min. 19/8' penetration to be
spaced per product. approval. Contractor shall adhere to
min. edge distances specified in Product approval
+ 80.0 PSF
-
A
16-0330.02
Overhead
Garage Door
Model 8. width
9'-4" max width
I6'-O" max height
DAB
I 'St rein�.le �e`"n 1,•"`H Ne si:. ry at a
to siu " 15/w rdl eMeed Ip satyr m ..oh sndu t ,mneane
inn. d 1.6' de" d,le tie - GC t" n y Mhm e" pr"d.et apprwd
10-9-21
+ 50.0/-LO.O psf
B
FLU IL614.1
Fiberglass
Deegn Pro/
Smooth Pro
Jeld-Wen
Elco 1/4' dia. to on with min 1.25' embedment at 3" max
from corners and 11.5' o.c. max. thereafter in head and jambs.
+ 50.0 PSF
C
FLU 251.5
SlidingGlass
Door
Series 110
SGD
PGT
1' nom
Type "GSA"
1/4" dia. tapcons w/ min. 1 3/ penetration o bb��
spaced pei� product approval. ontrector %it adhere to
min. 2 I/2 edge distances specified in Product approval
+ 60.0 PSF
-
Product
NNUMBER
Model #
Manufacturer
Attachment Method
cation
t��eee
Design Pressure
of Approved Teats
MullionsInstall
FLU 261.1
1" x 2 3/4" x .316"
PGT
per fastener type and spacings shown in Table IA and IB
in product approval on sheet 65 or 22.
+ 58.0 PSF
Roof
FLU 11651.12
5V Crimp
Metal Roofing
Gulf Coast Su I
in y
and manufacturing
2i ga. 5v crimp metal roofing attached to pN}wood deck using #9 x 1.5"
wooQ sans with self sisal washer at 12" o.c. max over ASTM D
( e 2) 30 lb Pelt unde� ment installed with min. 4's� laps and 6" end
WP ag tip
lope fastened with corrosion resistant tin ceps and with 1.25' ring shank nails
?paced L• o.c. at all I and two staggered rows 12 a.c. in field. Attach
deck to trunee using attachment detail an roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kaycan
Install using 2' x 2" battens at V o.c. screwed to soffit framing using
#8 x 3' wood screws at each truss. Install soffit to battens using
0.12" cha. x 1.5" Iona ring shlink nails with 3/8' cka, 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
2" x 4" top plate it ' 1/2" drywall ceiling on truss bottom cord
JI/2" drywall on
2" x 4" studs at 14" o.c.
base -board - 11 11 i 2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
4'4" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
Braden It Braden AIA, FA
Architects -Planners
41� S.E. Coconut Avenue
Wynlie Bwlding Corp.
THE STERLING
Tel : (112) 281-8258
BFax
S anish Lakes
S . Lucie County Florida
: (112) 281-8283
E-mail: bradenala0comcast.net
q+,,,,r+ r`I staaac itAAt "nnnno.')
Ia"
.H.
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
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
Building Design is: Enclosed Risk Categorg: It Wind Velocity: 145 mph ultimate
Mean Roof Height• II'-O' Roof Pitch: 4:12
Internal Pressure oe icient: ±O-Is
Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: ILS mph ultimate
Wind Exposure Classification: C
108 sly
1.21 x O.L = O.126
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL., O.6DL+O.LWL
Components E Cladding Wind Pressure (NET) Roof Zone: I. +20,G/-32.6 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone: 3. +20.6/-84.0 psf
Components E Cladding Wall End Zone Width: 3'-4"
Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
0 = Roof Zone I
Wall Zone: 5. +35.8/-41.8 psf
Walls Zone 4
Components d Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
® = Roos Zone 2
es
Wells Zone 5
Are Components an Cladding Details Provided? Yes
END ZONE
Minimum Soil Bearing Pressure: 2,500 par, Presumptive: X B9 Test: psi
= Corner Zones
SEE PRODUCT APPROVAL FOR iM ACT PROTECTION FOR O E INGS
Roof Zone 3
ROOF LIVE LOAD: 51 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: -115- sf FLOOR DEAD LOAD: 10 psf
JOB ADDRESS: 3Q)
MODEL:
GARAGE
LEFT
Date Drawn
9-9-19
Drawn by:
C.C.U.
Checked by:
D.R.B.
evisions :
F COPY
IOR
CODE COMPLIANCE
Sheet Comm #
1(0-300
B
OF 5
FLOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter
steel crash post. Floor
proceeding with work. Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. $la ai3/8 bolts
1nto kal steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have b
a minimum 1,400 F.S.I. fiber stress.
4. No dissimilar metals to touch. 2" 2"
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. " %'
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.i. grout mix a° 2 y"
b. Drywall at ceilings shall be leveled and attached to bottom chord 4"
of trusses with screws per FBC m I .4.3.5. 0 2 "
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.
11. Contractor to Provide a 2'-8" wide door at one bathroom for V 21
4
„
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
WEH• = 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 I" x L" P.T. Buck nailed to
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment
with F_B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 1=r
C9b0, C1002, C104TC11-11, CI118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R-102.3.5)
Dr wall
Thickness
Location
Orientation
Framing
Member
Max. s ecin
of fasteners
Nod sizing options for
drgwell into
Spacing
Maximum
installation of
wood framing members
Nails
Screws
2" x min. thickness
Ceding
Perpendicular
24"
12"
13ga 1 3/8" long with 19/64" head
0.098" diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
0.080" dia. x 1 5/8" Ion with
g
Watts
Either
141.8"
"
IL
Direction
15/64" head
OR
Ggpsum board nail 0.086" dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
OR
0.092" dia. xx 11/8" long with
Walls
Either
IL"
Direction
1/4" head
OR
Gypsum board nail 0-0915" dia.
x 11/B with 19/64" head.
Install SGD thru buck into
block with 3/I4" tap -con with
1 1/2" penetration at 0 o_c_ max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/I4" 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.b,
A108.1, A118.1, A118.3, A134.1 and A13-1.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CII-18 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 ,4STM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 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 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
hurricane anchor at each trues
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
18101be. uplift
Aluminum Drip --
Edge t Fascia
2" x L" Sub -Fascia
Kaycan full o vent vmg
using 1/8" dra shank x I
rooting nails with 3/8"
product approval - see
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap ---
at each filled cell
Grade
12
4� PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (U #5 bar cont. in each row. Substitute
ed recast lintel filled with concrete and (1) #5
tar coot. for bottom row over openings
ul 1/2" drywall over I" x furringg
strips a{ IL" o.c. with R4.1 frFal
insulation on typical 8" Block walla
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
ao Mortar to be Type "M" onlg proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U #5 bar vert. (typical).
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"xL" #10/10 WWM on L mr1 Visqueen over
/ clean compacted termite treated fill
i' i' I \ 14" x 14" Concrete footing
14" with (2) #5 bars cone. and #5
T Y P I C A L SECTION transverse bars at 48" o.c.
Scale , 1/2" = I'-0"
Masonry Beam
Slldlna Door
At Masonry Wall
N.T.S.
Head
fixed door
sliding door
1 1/2"
Sill
Detall
NTS
AREA CALCULATIONS
Living A/C = 1,414 sq. ft.
Front Porch = 153 sq. ft.
Rear Porch = 114 sq. ft.
Garage = 321 sq. ft.
Total Under Roof= 2,124 sq. ft.
Total Cubic Ft = 11,192
2" VTR
JAL
I
I
I
21' VTR
Master r�� JIL
Bath
I
I�2'. i
2• LrI
Lay. i
q" I 2• VTR
W.C. JIL
S. I I
I
slur-.
Kit. emk I
I
Kitchen a•
I
I
Lev...l
3'
W.C.
Bath #23"
.O. T.
o Septic
PLUMBING RISER
I" x 6" P.T. Buck nailed to
block with case hardened nails a
prior to door attachment
Masonry Wall
al Flooring
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 Jambs per product approval IamF,
Window Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-5%a"x 5'-3%"
54%a"x 0%4"
Single Hung
ZONE 4
2,
4'-2ke"x 5'-3%a"
'75" x 43%'
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21k2"x 38%"
Single Hung
ZONE 4
4.
'-5%"x 4'-2%" 1
54/e"x 5'lv,
single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
and mullions per elevations.
ALL windows t0 withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturers specs prior t0 construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
T-O" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-00 X C-8"
41 %4"x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
V-O" X C-8"
14" x el %2" d °"
Sliding Glass Door
ZONE 4
D
2'-O" X 4'-8"
Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 i2"
E
2'-L" X C-8"
Solid Core - Wood - L-Panel
F
5'-0" X C-8"
Solid Core - Wood - L-Panel - Bi-Fold
G
2'-8" x C-8" x 1 %4'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X L'-8"
Solid Core - Wood - L-Panel
J
2'-V X C-8"
Solid Core - Wood - 4-Panel - Bi-Fold
K
2'-e" X C-8"
Solid Core - Wood - I. -Panel - Bi-Fold
L
1'-6" X C-8"
BI-FOLD
ALL Exterior doors to withstand pressures stated In permit info
box on sheet #i
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
10'-01,
12" 10'-O" 12"
NOT INCLUDED
Opt0R*Fn&P&%
O
�0 00�o �o 67. o o
°
(V
-
o
°
EGRESS
12" x 12" Concrete column
E block filled with concrete and
(2) #1 bars vert. tied Into
lintels above
Covered Porch
Provide screen infill below
CD
" c
E
MASTER 1
1i NOW
BEDROOM 1
°
„
8'-O" to 9 -A.F.F,
.F.F.
m n
8'-O" A.F.F. Vaulted Ceiling
in
CD
Flat Ceding
GRET
if
o
ROOM
I
O
O
�
E
I
E
Rod t half 1
FIB
in Vanity to e N 1
r'
34 %2„hig 1
:r
co 1 $ 2" x L" knee -wall 8'-O to 9'-8" A.F.F. N
LOJ
r O I O[ below counter top mv faulted Ceiling
CLOSET
I DINING,
19• - - - -� ROOM
CA®INIE Rod t Shelf 8„ sae Fir
E
® e
�
ix
1 Vanity to be
O
F-
°
O
°
1 34 Y2"high
O1
(4111) 9Y4„ 13'-03/4,,
0
ir
in
°
High Wall
KITCHEN 3'-e° F I o
J
in
Veni
Dryer
�D
through
wall
O L - - .-.I-L/;2"
- -
A.F.F. t�ver-hang
d- Flat Ceiling o °
B.
v
Upper cabinets to D
extend over Ref. 3'-O"4" l0'-2" O
ri
2" filler--2,1
N I E
4'-01,
, '' " BATH
_
O .sing
Rod t Shelf O
O
A/C
o
O
��,\\ „
R-II Bat natation W.H. I U)) N ®
q Steel Ballard
-1
1
Sae detad on this s ae
L F
O
Provide auto 22" x 54° � 24
N
closer Attic Access
E
°
I with light I Q
L - - - - - J 22" - 8'-O" A.F.F.
Flat Ceding
150 Amp
Sc
Meter
P nel
o
m
f SECOND°LIL
PG
^ /_
GEN GRf-t�-"iE E BEDROOM
ESSY
E
O -4" A.F.F. EEI I MT1 EE
E (]
Flat Cedingif
N - F-
O
O
r-----------------i EGRESS
E
`r
Block wall in °
I garage to be I
°
struck block I T
O
E
I I O O O
T
I I - COVERED
a
I I 12" x 12" concrete column block filled
PORCH with concrete and (2) #1 bare vert. tied
�
p
into lintels abo a
in
I
I
°
°
o
o 0 0 0 °° p
ry
-
lf
Oo
Is
9'-O"
2'-8" 2'-8"
5'-2"all
15'-lo"
Install windows thru buck into
block with 3/I4" tap -con with
1 1/2" penetration at L" o.c. max.
From each corner and 20." o.c. max
thereafter at jambe and 20" o.c. max.
Exterior face at head and sill per product approval
of wall -1 / \ Buck to be I" x 4" PT
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
D e t a l l at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK
INSTALLATION
NTS
Exterior face
Attach buck to block wall with
1/4" die. Elco cone screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x V PT Buck
Uetail at Uaor
crews thru jamb into buck
tge and 15" o.c. max and
prior to door attachment
NTS
ao
V_
STRUCTURAL
NOTES"
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) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
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 60, 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 - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
11•
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
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
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.
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
16.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
f0uAD�T10N FLAN
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
-f. Verify all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1"
and Provide (3) filled cells on each side of openings from 10'—O" 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"
30" overlap SEE TYPICAL with concrete and
at each filled cellSECTIONS one 3*5 bar continuous
WIE_ II I.
E
TYPICAL F(
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Hill
14"w x 14"d concrete monolithic
footing with (2) #5 bars cons.
14 "'
ING DETAIL
J SCALE 1/2" = 1`0"
4" concrete slab with fibermesh OR
6 x6 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
a foundation plan
11 (2) #5 bars cont. bottom steel
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of footer
16" below finished floor
Verify house slab
height in field
30"x30"xl6" concrete
column footing with (4)
45 bars each way
ti-ir_1s�rr�
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance With the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on Io mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
45 bar in curb \
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on IO mil Visqueen over
clean compacted termite treated fill
O'-O"
�`r`rrri�iT
-III
- —II
14" w x 14"d concrete monolithic
footing with (2) #5 bars cant.
14"
ARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
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 #I. 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
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 t Braden AIA, F
Architects - Planners
411 S.E. Coconut Avenue
JB Tel (112) 281-8258
Fax (112) 281-8283
E-mail: bradenaiascomcast.net
Stuart. FL S4996 #AAC000032
I 1--y I
° el ;
10p . PA`tiO/SLAB
I® cL
--- -r
°
OrLi
----------)O
I I I
I I Rear Patio/Slab
to be poured separate W
from the house slab. {L �l
° 24" m O
Thicken footing to I
FI 24% x 14"d x 24"L `n I
under filled cells r
I under girder bearing. —
I° �C ° 2 ° °
Rear Patio%Slab to-----------------�
be flush with bottom of
sliding door recess. FI
Slope 1/2" li
I
CD I 11
I II
I II
°I I
I
H.B_ VanitId'34Y2yto be
high 4" concrete slab with fibermesh OR 1
CII� 6"x6" 410/10 WWM on 6 mil Visqueen over
°J) clean compacted termite treated fill I
I FI I
°I I
�I V 11
°I I
I
I
FI
old
4'-0" i ❑ � o �
-------- HL!J
A/C Lai
#I 1 4"0 Steel Ballard I 1
filled w/ Concrete I�—> 1
I
o"` TJ I '
L
E 0-10
I I FI 1
1 s E+' I I F1 I
I., E a I L— —
i1
-i W lJ r r
F-
-i 1 .N 3 W 1 \ \0, 1 0
a
0
1 UO � F5 1 T T T T T O
W
� I � A- I 0
W
T-2"
L
Recess for --0 F r l F rGarage Door �, ---- I °--- — —
----
kdl
12" x 12" concrete column block fdle
with concrete and (2) #I bars vert. ti
into lintels above
Winne Building Corp.
THE STERLING
Spanish Lakes
St. Lucie Countg Florida
o
o
I 6D
H.B.
FOOTING
SCHEDULE
Mark
size
Description
FI
14"W
x 14"10
MONOLITHIC FOOTING
WITH 2 95 BARS CONTINUOUS
F
12"W
X 1211D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30"
x 30" x I6"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
FS
141111
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a O'-O"
Date Drawn Revisions Sheet Comm #
9-9-19
GARAGE Drawn bg:
LEFT C.C.U.
Checked by: B
D.R-B- OF 5
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tic
Pilled call steel into continuous
beam block steel. t�
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws band on presspre for roof stated
in permit info box on t ese plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zane 1
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
16 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
1 6"
6"
#8 wood screw
112.5 psf
** Use nails or s4rews based on pres§ure for roof stated
in permit info box on these plans for zone 3
Concrete
/ Lintel
Column
Vei , rify with Plan
�� 12"x 12"
I Column Block
`Bt1
Rebar
to Lintel
Rebar
48 Bar Dia.
Min. Overlap
Attachment
NTS
Provide Cast -Crete
SUB-OB/OT precast
lintel set m mortar
Min. 8" Bearing
a PT Buck
ad per iamb
into filled a
4" Pre -cast
Sill X
Filled Call
Provide #5 bare with min. 48 bar
diameters overlap in Filled cell. Tie
filled cell steel into continuous
factor steel.
Concrate Footing
lase looter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 felt paper using Bid nails. Substrate
to be 19/32" CDX Plgwood nailed at b" o.c. in field
III
and edges with Irind shank nails into studs.
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
5/8' dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self scaling washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt uniderlagment installed with min. 4 side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two etagggered rows 12" c.c. In field. Attach
deck to trusses using attachment dotal on this sheet
LINTEL SCHEDULE
Mark
Window
or Do
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
Above
a "
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravite
Load
(PLP)
Max.
Upbft
Load
(PLP)
May-
Lateral
Load
(PLP)
L22
7-2"
V-G"
BPS-OB/IT
1
#5
3049
15119
1024
L31
2'-L`
2'-8'
3'-1"
4'-0'
8F8-OBAT
1
#5
25LI
1343
1L3
L45
4'-5"
S'-10`
8P8-OB/IT
1
#5
1105
909
939
LSO
S'-ON
L'-V
8F8-OB/IT
1
#5
1238
835
121
LLO
L'-8"
T-0
8P8-OB/IT
1
#5
1011
121
534
LBO
8'-0"
9'-4`
BP8-IB/2T
1
#5
2
#5
152
S91
512
L90
9'-08
10'-L"
8F8-I13/2T
1
#S
2
#5
643
$30
401
L90B
9'-O"
10'-6"
BFIL-I15/2T
ONE
1
#5
2
#5
1533
1183
401
1_I00
10'-O"
II'-4`
8P8-IB/2T
1
#5
2
as
592
494
452
LIOOBI
IO'-O`
II'-4"
9FI4-IB/2T
ONE
1
85
2
#5
13114
1028
452
L120
17-0"
13'-'f"
8P8-IB/2T
1
#5
2
#5
411
428
324
LI20B
12'-O`
13'-4"
BPIL-IB/2T
ONE
1
45
2
#5
1015
110
324
LI40
14'-O`
15'-4"
812I6-6/2T
ONE
I
#5
2
#5
1250
1.09
1 259
LILO
IL'-O`
IT-4"
8F8-IB/2T
1
#5
2
#5
300
192
144
LILOB
IL'-O`
IT-4"
arlL-I15/2T
ONE
I
#S
2
#5
950
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.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails —
( 24" o.c.) supporting Max.
IBIOIbs. uplift
Aluminum Drip _
Edge i Fascia
12"
2" x L" S
Kagcan full o vent vinyl eofHt metalled
using 1/8" dia shank x 1.5' long gaiv.
roofing nail@ with 3/8' die. head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
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
attached to ht
framing with no
no Ion than (-
horizontal wood
into vertical w
Aluminum Drip -
Edge E Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d Is
at each web
on 3/6' hi -rib lath
ntai and vertical we
it stables to brovidd
3/4" penetration
member*
5/8" 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.
3 Tuwca)
Brace Gable end
with 2" x 4" SYP #2
eft back nailed to bottom
of top chords using (2) IOd
nails at each truss
RE -ENGINEERED WOOD TRUSSES
9 24"o.c. TYPICAL
( shop drawings bg manufacturer )
w
N
�
4
X
s
O�
rn
(Y
S
to
ZL
d
to
v
E C
=
U
C4
sy
w
Elsic
Brace Gable and
with 2" x 4" SYP #2 min.
aft back nailed to bottoms
of top chords using (2) IOd
nails at each truss
dR-30 blown fiberglass
in bottom chord of trusses
O
a
I
in
-I/2" drywall with smooth finish
Two rows of beam block filled with concrete
.and (U #5 bar Cont. in each row. Substitute
u
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
W
1/2" drgwall over I" x furringg
PI
strips
at 14" o.c. with R4.1 -foil
-insulation
on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" on proportioned per FBC
R601.1
and Mortar points shall damply with FBC i2601.2.1.
Provide Du -Rock at all wet areas (ex. showers.
tubs etc...)
FIII call with concrete and
(D #5 bar veil. (typical).
v v
-Max. spacing shall not exceed
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet set or in epoxy with
nails into truss. Add blocking to
per detail on this sheet
( 2,4" O.C.)
HETA 20 1810
supporting Max.
lbs. uplift
IVA
WAS
I
WAN WINVAWEAr
MAIN
WIAWA
Gulf Coast-SuriDlu and MFG 5v Crimp Met I roofing P
Avid
W
PEA
'EM"I
MEAN,-
On
MON
Ell
M:
rim
III
C
I
I
I
I
FLAN
-------------
HETA 20
W L
U)
L
0��
LU E
W
LU u�
LU ow
Z�
Z
LLI <v
I
W R
� o
IZ d)
0
LLI
Woad
Baca
48" unless otherwise noted
see Foundation plan notes for
— OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
4" concrete slab
with fibermesh OR
— ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
L"xt." #10/10 WWM
clean compacted
on b mil Visqueen over
termite treated fill
— 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.
=�I
II—IIII—IIII—III
=(III=IIII=IIII=
— ALL TRUSS TO TRUSS CONNECTIONS BY
III IIII IIII—
TRUSS MANUFACTURER
=III =IIII Ilia-
,.�111-
F1
— ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
14"
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
Section
at Front
F arch
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
srAIP . 1/7' = I'-n"
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
-2-19
PANEL
"A"
Poles
BR
Load
Wee
Description
arc#
arc#
Description
Wee
I Load
I BR
I Ades
1
20
1.2 kw
#12
Refrigerator
I
Range
#i
112.0 kw
60
1 2
1
20
1.2 kw
#12
Clothes Washer
3
1
20
1.5 kw
812
Kitchen S.A.C.
5
G
Dr sr
810
5.0 kw
30
2
1
20
1.5 kw
912
Kitchen S.A.C.
1
a
1
20
#12
Bathroom Recepts
9
10
Air Cond sor
#10
5.0 kw
30
2
-
1
20
1.2 kw
#12
Dishwasher
11
12
1
20
1.2 kw
#12
Microwave
Is
14
Air Hand[
#10
5.0 kw
30
2
1
15
-
914
General Lighting
15
16
1
is
814
General Lighting
M
IS
WH
#10
5.0 Its
26
2
-
1
15
-
#14
General Lighting
19
20
1
15
-
814
General Lighting
21
22
GDO
#12
O.al KW
20
1
I
16
914
General Lighting
23
24
Spars
Spars
1 25
1 21.
1 Spars
spare
21
2a
Spare
Spam
29
30
Spars
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
I Watts
Cseneral..Llghting i3. watts, sq,_ft.).........................
,Small. Appliance, Circuit(s), ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,,,
Ran3e. ......... ......... ......... ......... ...........
Refrigerator ...
.Microwave.....................................................
Dish Washer .........
Clothes_,Washer..............................................
,Clothes„Dryer................................................
.Water, Heate.r..
................................................
Csarege.Door,Opener........................................
1135
3
2
1,500
I
12.000
IF
I
1,200
1
1,500
1
1.200
1,200
I
1.200
1200
I
5,000
5.000
I
4,500
4,500
1
810
810
Total Watts
35,615
First 10000 Watts e100%
1
10,000
10,000
Remainder 25,615 e40%
1
O
10,246
Electric Heat or A/C 10,000 91.5%
1
10,000
10,000
Calculated Load
Watts
30,244
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 126.02
Panel Size Required = 150 Amps
Electrical S
mbol Legend
S
Single Palo Switch
®
Recessed Can Light
$$
Double Pole Switch
®
Eyeball Recessed
ps
Push Button Switch
Exhaust Fan
Duplex Outlet
lj
Ceiling Mounted Light
==0
Special Receptacle
!-
Wall Mounted Light
eterproo groun cut circuit
int
Light with Pull Chain (attic)
®
Floor Duplex Outlet
@
Computer Connection Jack
cis
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
m
Electrical Panel
®
Central Vac
rc:�i
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
❑ Z
Telephone Jack
ACoec
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
FB
= JUNCTION BOX TO SUPPORT
A FAN
O
= THERMOSTAT LOCATION
B/A = BALANCED AIR
1-2-19
149 CFM
IOxIOxL
MAST R
BEDRO M
149 CFm
IOAOxb
yt .---
®� 12x1
B/A
----
9 Cle
Opt. PATIO/SLAB
Covered Porch
12xI2xIO
B/A Cpniter Registers
a� 208 CFM or( telling fan 208 CFM
L1 IOxIOx IOx1 Ox1
IK71 IK71
Soffit - ATH °
Io i
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
(3) #1 THHN Copper
2" PVC Schedule -
40 conduit
200a rated
meter can -
2" PVC ( F
schedule 80
2" rigid ser
A/C disc.
LT
I
ISO
MCB
PANEL
rods
ELECTRICAL RISER
bonding
pant
- Contractor shall use AL-CU Landing lugs.
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering
ELECTRIC NOTES:
#2/0 AL SER Cable
With 41 Grnd
2" PVC Schedule
40 conduit sleeve
into attic
200a rated
meter can r
2"PVC (FPL
schedule 80
2" rigid service
A/C disc.
4 I
AMP
MCB
PANEL
I l ground rod&
bonding
pant
_ ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
t - Verify AIC/KIC Rating prior to ordering equipment
Attie Aeeew
I with light J
L - - - - -
Meter 150 Amp
Panel
GARAGE
I I
I
I I
I I
I I
I
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12"
DINING
ROOM
14 2gx20
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SECOND
BEDROOM
12x12x8
�y B/A
COVERED
PORCH
MECHANICAL LAYOUT
scnLe: 114. - r-o..
Exhaust Duct
Thru Soffit
H.B.
Vent_ thru 4" Exhaust
SYf it Duct Thru
Ulan
- - Install owlet
under disc. N
not shown oA
clarity
I.
Use copper
wire only from panel to devices
15.
Contractor shall guarantee all materials and workmanship
20.
All equipment and panel sizes shall be verified before
2.
Provide
and wire all required smoke t Carbon
free of defects for a period of not less than two years from
ordering. The contractor shall provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and 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.
4.
Recessed cans to be installed per NFPA requirements.
14.
It is not the intent of these plans to show every minor detail
22•
All raceways and pipes placed In or through any concrete
1.
Tamper resistant AFCI receptacles are required in
of construction. The contractor shall furnish 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 any other service.
8.
A/C Return Air Balance Must comp)g w/ FBC RM1402
the requirements necessary for the equipment to be placed in
9.
A/C RefrrgergrLt lines that are run thru slabs must be
proper
working order.
23.
All exposed wire below 9'-1" shall be installed in al EMT
10.
in F'YG
sll ALL
ALL A/C Equipment shall comply with energy calculation
Il.
All work shall be done In accordance with the N.E.C. and
shall local
conduit.
Braden t
Braden AIA
FA
II.
All work shall be performed bg a licensed electrical
comply with all codes and ordinances, and shall
meet all standard requirements of the local electric utility
24.
Dryer Vents to be Installed per
PEFC RMI502
�
12.
system
contractor, the completed stem shall be full operative.
Contractor For
and telephone company.
Architects
- Planners
shall pay all Fees, permits, tes ing, and
411
S.E. Coconut Avenue
13.
inspections Including blower testing where required.
All work shall be coordinated with other trades to avoid
18.
The electrical aystem shall be completely and effectively
by latest N.E.C.
Tel
: (112) 281-8258
interference with the progress of construction.
grounded as required the edition of the
Fax
: (112) 281-8283
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
E-mail:
bradenala�eomeast.net
against the public liability and property damage for the
labels where applicable.
duration of the work.
Stuart. FL
34996 UAAC000032
O
v-
LECTRICAL PLAN
SCALE: 1/4" = 1'-011
Post Light with
Attic Venting Calculations EBC 230�.�1
Total Attic Space = 212-4 sq. f t.
Venting Ratio 1/150 = 1.416 sq. ft. required
Provide A Continuous Vented Soffit
Winne Building Corp.
THE STERLING
Spanish Lakes
St. Lucie County Florida
Date Drawn : Revisions
9-9-19
GARAGE Drawn by:
LEFT C.C.U.
Checked by:
D.R.S.
Photo cell 1
vq)
E�
H.B.
Exhaust Duct
^Thru Soffit
Wire For
Front Post
Light
Sheet Comm
B
OF 5