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HomeMy WebLinkAboutBuilding PlansO'-0'= Finished Floor 1' .
I
12
4 1 SLOPE
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 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 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
�0
II�I�I
1` 5/8" thick light textured
stucco on typical concrete
------------------------ -- block construction -- — — — — — — — ——
5/8" thick x 811w cut
coral finished stucco bands
LEFT ELEVATION
SCALE: 1/4" = 1'-0" ELEVATION MOTES:
Z
Gulf Coast Supply and MFG Sv 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
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.26" 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
L■J�J
I
12
LOPE 14
--—— — — — — —— ————————————
----
5/8" thick x 8"w cut 5/8" thick light textured Finish Columns with
coral finished stucco bands stucco on typical concrete 5/8" thick cut coral
block construction finished stucco bands
REAR ELEVATION
—
Overhangs at
1'-0" unless otherwise noted
on Roof flan
—
Roof pitch at
-4:12 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.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x
wood screws with self sealing washer at 12" o.c. max spacing over ASTM
1.5"
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
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
I II II li II y II !I II II II II II II II II II Vi II �T�.S L 0 P E�
2
5/8" thick x 8"w cut ❑ H.
finished stucco bands
5/8" thick light textured
stucco on typical concrete
block construction
--——————————————————————————————— — — — — ——
RIGHT ELEVATION
SCALE. 1/4" = 1'-0"
2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 14" o.c.
base —board 11 11 .,2 x 4" P-T. bottom plate
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 ga. 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 L" end
laps fastened with corrosion resistant tin caps and with L25" 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
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
FRONT ELEVATION
\ 4" concrete slab with fibermesh OR
VxV #10/10 WWM on L mil Visqueen over
clean compacted termite treated
fill
Interior Non —Bearing Partition
nts
Braden It
Braden AIA, FA
Winne
Building Corp.
Architects
- Planners
411
S.E. Coconut Avenue
I IF.
T H
M I
I
Tel :
(112) 281-8258
I �l
Fax
: (112) 281-8283
Spanish Lakes
E—mail:
bradenala8comcast.net
St. Lu ll
Countg Florida
Stuart. FL
34994 #AAC000032
SCALE: 114" = 1'-0"
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" CDX PI wood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
.r,,_SLOPE �¢
SCALE: 1/4" = r—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)
difflUb
Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate
Mean Roof Height:ll'-p" Roof Pitch: 4:12
Internal Pressure Coefficient: to -IS
Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate
Wind Exposure Classification: C
y� Ri�iraziiz
1.21 x O.L = 0.12L
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L psf
Roof Zone: 2. +20.L/-51.0 psP
Roof Zone: 3. +2O.L/-84.0 psP
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
0 = Roof Zone I
Wall Zone: 5. +35.8/-41.8 Of
Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
® = Roof Zone 2
es
Walls Zone 5
Are Components an Cladding Detai s Provided? Yes
END ZONE
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
- = Corner Zones
APPROVED SHUTTERS: )< IMPACT 4LA88: BOTH: NEITHER:
Roof Zone 3
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: __15 oaf FLOOR DEAD LOAD: l0 psf
JOB ADDRESS: �o.!z�>&Ck
GARAGE
RIGHT
)ate Drawn evlslons Sheet Comm #
12-15-20
Drawn by: REVIEWED 170
C.C.U. CODE COM 11-209
Checked bg: ST. LUCIE C B
D.R.B. BOC(: OF 5
FILE ,
FLOOR PLAN
TYPICAL NOTES: SCALE 1/4" = 1'-0"
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, cont, tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R'102.3.5.
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.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
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 1-3/4"t 20 min. rated door
w.H. = Water Heater
2 �2" 2 �2"
6"
CRASH POST DETAIL
N.T.5.
31" high by 4" diameter
steel crash post. Floor
Flange with 4 - 3/8"
expansion bolts into
slab (3/8"t 50 ksi steel plate)
2Fi" 2ih„
�2"
in 0
0 0
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
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. Gpsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931
y
AREA
CALCULATIONS
Living A/C
= 1839 sq.
ft.
Front Porch
= 26 sq.
ft.
Rear Porch
= 100 sq.
ft.
Garage
= 311 sq.
ft.
Total
Under
Roof=
2,282 sq. ft.
Total
Cubic
Ft =
15,581.E
"f��
2 i
3" 2" 2' VTR
LIAv-I
2" MABATH 2
ul
2' AAV MIA
IL aC-1
2" LAV-1 2x
2" KITCHEN1
LAUNDRY
. ' 2"1
I
i
LAY-1
/ 2" POWDER
WC-12' VTR
.. -3 t
MASTER
we; 2" BATH #2
C 60, C1002, C104I,Cii I I, CII IS, C12 18, C1395, or C1396 and shall be Installed 2"
according to the following: (FBC R�102.3.5) 135`
Dr wall
y
Thickness
Location
Orientation
Framing
Member
Max. spacing
P 9
of fasteners
Nail sizing options for
drggwell into
Spacing
installation of
Nails
Screws
Maximum
wood framing membera
2" x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga i 3/8" long with 19/44" head
OR
0.098" diameter x 1 1/4" Iong
)/2 "OR
annular -ringed or 5d cooler nail
0.080" dia. xx 1 5/8" long with
Wells
Either
14"
8"
141.
Direction
15/44" head
OR
Gypsum board nail 0.084" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/44" head
0.098" diameter x 13/8" long
annular -ringed or 4d cooler nail
e
OR
Walls
Either
IL"
8"
It
0.092" dia. xx 1 1/8" long with
Direction
1/4" head
OR
Grown board nail 0.0915" dia.
x 11/8" with 19/44" head.
s
PLUMBING RISER
INSTALL YULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
Install windows thru buck into
SILL BLOCK PRIOR TO BUCK
block with 3/14" tap -con with
INSTALLATION
1 1/2" penetration at V o.c. max.
Attach buck to block wall with
from each corner and 20." o.c. max
1/4" dia. Elco cone screws with min.
thereafter at amb& and 20" o.c. max.
1 1/4" penetration at 12" o.c. max
Exterior face
at head and will per product approval
and 4" max from each corner thru
of wall
Buck to be I"
x 4" FT Exterior face
2" x V PT Buck
of wall
7
r],Varies
ir m I Ir
cries
I"x4" P.T.
\4
NM
Buck nailed to
I
#e Wood screw* thru jamb into buck
Detail
lock With
a t W i n d OW S prior to window
case hardened Halls
attachment Detail at
at each hinge and 15" o.c. max and
Door prior to door attachment
NTS
NTS
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 C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyingAsmoke
developed index not to exceed 450 when tested in accordance with STM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12
24. ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5"
wood screws with self sealing washer at 12" o.c, max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
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 such true& 12
with (10) IOd x 1 I/2" nails
PRE-ENGINEERED TRUSSES
4
( 24" o.c.) supporting Max
at 24"o.c. TYPICAL
Ielolbs. uplift
(shop drawings by manufacturer)
Aluminum Drip --"
R-30 blown fiberglass
Edge t Fascia
in bottom chord of trusses
I/2" drywall with smooth finish
2" x 4" Sub -Fascia
Two rows of beam block filled with concrete
and (I) #5 bar cont. in each row. Substitute
Kagcan full o vent vingl soffit installed
precast lintel filled with concrete and (1) #5
bar Cont. For bottom row over openings
usingg 1/8' din shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval -see chart sheet #1
1/2" drirall over I" x furringg
strips at 14" o.c. with R4.1 f_foil
Insulation on typical 8" Block walls
5/8" thick light textured
= All drywall to be Installed per FBC R102.3.1
stucco on typical concrete
T and shall meet all pertaining ASTM codes.
"1"i"
block construction
03 Mortar to be Type B only proportioned per FBC RLO1.1
and Mortar Jonts shall comp y with FBC RL01.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vert. w/
30" overlap
Fill cell with concrete and
at each filled cell
(l) #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
see Foundation plan notes For
ass spacing at openings
4" concrete slab with fibermeah OR
4"x4" #10/10 WWM on 4 mil Viaqueen over
clean compacted termite treated fill
5 WA
offid
_I I I I IIII x ISConcrete footing
with
with (2) #5 bars cont. and #5
14" transverse bars at 48" o.c.
TYFICAL SECTION
Scale : 1/2" = 1'-0"
Window
Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-5%a"x 5'-3%a"
54%a"x 434"
Single Hung
ZONE 4
2,
4'-2%a"x 5'-3%8"
15" x 434,
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
21�2"x 38%"
Single Hung
ZONE 4
4.
4'-5%8"x 4'-2%"
54%8"x 54Ye"
Single Hung
ZONE 4
S.
4'-O%Wx 4'-2Ya°I
ISY%"x 50Y."
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
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
With manufacturer s specs prior to construction
sheet I
Door Schedule
Mark
Size
Rough Opening
Door Description
PZONEURE
A
9'-0" X '1'-O"
108" x 84"
Overhead Garage Door
12ATED
ZONE 4
B
3'-0" X 4'-8"
411/;'x 83%"
Fiberglass Panel - Inewin 9
IMPACT
RATED
ZONE 4
C
4'-O" X 4'-8"
13 %4" " x 83"
Single Lite French
RATED
I ZONE 4
D
2'-0" X 4'-8"
Solid Core - Wood
- 4-Panel -Bi-Fold Finished 24" x 81 %2"
E
2'-0 X 4'-8"
Solid Core - Wood
- 4-Panel
F
4'-0" X 4'-8"
Solid Core - Wood
- 4-Panel - double pocket
G
2'-B" x L'-B" x 1 s/;'
Solid Core Wood, Steel, or Masonrte Door
H
2'-8" X V-8"
Solid Core - Wood
- 4-Panel
U
2'-4" X C-ell
Solid Core - Wood
- 4-Panel - Bi-Fold
K
4'-O" X 6'-8"
Solid Core - Wood
- 4-Panel - Bi-Fold
L
1'-4" X 4'-81,
Solid Core - Wood
- 4-Panel - 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 SOX ON SHEET #I
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
4' -O"
12'-O"
EGRESS
1'-O"
SITTING
0 o Covered Porch
ROOM
D iv 10'-01, D 10'-8" 4" 12'-8"
5'-4" 4'-8"
iv
I
bo
© MASTER
O BEDROOM
00 �Dt
8'-0" A.F.F. OIL
1 Flat Ceding
p 8'-0" to 9'-1
Vaulted Ceiling O
GR AT G
RG OM Rod I Shelf
p 20 -8" 4' 4" 4'
° I I o.
I 1
1 w l I Vanity to be
p r I N 1 plb.34:12"high
N -
B'-O" to 9'-8" A.F.I . 2" x L" knee -wall o L SET
Vaulted Ceding 1 below counter top ne I ter-1
Mr
r
DINING I
ROOM I a ,F 8" LRod Shelf nINEN
�s VY
BA T
I
% (41") o I
High Wall
o I ,-o Ki.TCHEN o
© I l; N
r 4,� 1-1/2"
4'- 4„ 4.-5„ II'-1" Overhang -O" A.F.F.OL
iv Flat Ceiling
an ry LUpper cabinets to
extend over Ref.
if
* Rd.
Q - I V - Pan" s
El °
ATH I
Q 0WDER `o -II a . lee lsum
o
3
E
~ LINEN a54 Provide auto
AEINE - O 111 J� 22" x
�t - d Attic Aeesse I closer
r Rod t Shelf I>* I s 6 ath light
snit to be , `- 2 I L s - 4" edl Ballard
h3 Y2"high C OSET I ,is
n �a�{r I o See detect on this sheet ISO Amp
d) m Pan I
QI�
m v
H.B. 1 I
0
4'-0" 4" 4'-4" I GARAGE
Flat Ceding
01 N
QD °U°
n.oOn
i
=in
u GO B
r-----------------�
E ERGEN Y I Block wall in
GRESS I garage to be
p struck 0 0 T 0 Q I block
JUNIOR
" MASTER ©c v RED
Q
BEDROOM PORCH
i+
O 1
4 2 ® I
v 8'-0" A.F.F. AL F7 t C
Flat Ceding
t 2'-1" 3'-5" 9'-0"
51-2" 15'-loll
12'-8"
U
LOU
NLL
cn
H.B
0
ul
" Filler'
4'-O"
A/C o
eter
O
Braden t Braden AIIA, PA
Wynne Building Corp.
MODEL:
Date Drawn
Revisions
Sheet
Architects - Planners
GARAGE
121-15-20
41'1 S.E. Coconut Avenue
I
THE � � � M I I �l �
RIGHT
Drawn bg:
REVIEWED FOR
2.
Tel : (112) 281-8258
C.C.U.
CODE COiVIPLIANC
Spanish Lakes
Fax : (112) 281-8283
E-mail: bradenaiascomcast. net
Checked b g`
ST. LUCIE COUNTY
Stuart. FL 34991e #AAC000032
St. Lucre Count Florida
y
�' S.
E3nCC
OF 5
Comm #
11-g209
STRUCTURAL DOTES:
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/ L 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/ (.XL 10/10
WELDED WIRE MESH REINFORCING ON L 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.
S• 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.
L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
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) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
lo. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
II. 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
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED, FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 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 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from 6°-O" to 9'-II"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwi a 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 -I( and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/21
1
concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap Fill cell with concrete and
at each felled c (1) #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
Vxb" #10/10 WWM on 6 and Visqueen over
/ clean compacted termite treated fill
Grade °6
.•.:: ':::. 111�fT1TfiT�T�
_ I1II, �;..�� IIIII�I1—I�III�I,�II1—
-IIII �IIIIII = III �illlI
—1II = I I I IT III I I 1111 I— 14 w x 18"d Concrete footing
IIII with (2) #5 bars Cont. and #5
3„ transverse bars at 48" o.c.
3"
14,
TYPICAL FOOTING DETAIL
J bt..HLt W." = I —V
4" concrete slab with fibermesh OR
CxC 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar coat.
Step per
foundation plan
"
#5 bars cont. bottom steel
E STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) u1 bars vert. tied
into hntals above
Top of rooter
16" below finished floor
Grade
=IIII—IIII ;::.w 11=,„
—I I I —I 30"x30"x16" concrete
=IIIII— column footing with (4)
-i' --IUS US bars each way
30"
COLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADES
#5 bar cont. in
Curb height
Verify based on
foundation plan-
5
SCALE: 1/4" = i'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
Inside the foundation perimeter shall be dome 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.
4" concrete slab with fibermesh OR
CxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Filled Cell Masonry Column With One
US From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled
Contractor to provide
proper foundation chairs
for proper steel installation
IN
PORCH SLAB EDGE DETAIL 30" min.
SCALE 1/2" = I'-O"
95 bar vert. w/
30" overlap Corner Steel Lap
at each filled cell
nts
Fill cell with concrete and
(1) #5 bar wart. (typical). Filled Cell Masonry Column With One
Max. spacing shall not exceed #5 From Footing TO Tie Beam
Wood 48.1 unless otherwise noted g
Base see foundation plan notes for Conc. Fill To Be 3000 PSI
spacing at openings See Floor Plan For Location
4" concrete slab with fibermesh OR
-1 VxV #10/10 WWM on L and Visqueen over
clean compacted termite treated fill
—IIII=IIIIIIII11li Single Filled Cell Column
;. —IIIIIIII
I�lillllll 1' NTS
IIII=1 I , 14"w x 18"d Concrete footing
with (2) #5 bars cunt_ and #5
3" transverse bars at 48" o.c.
SCALE 1/2" = 1'-0"
2" x 6" PT wood secured with
1/2"ilia. x L" expansion anchors
with 2" sq. washer 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.
Q
olumn
NTS
FOOTING
SCHEDULE
Mark
size
Description
FI
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
x 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30"
x 30" x IL"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"10
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
With
x 18"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS — CURB 9 O'—O"
0
i
ro
an
12" I :. Y 9'-0„
35'—O"
25'-0"
JI I I ItJI �_�_ _�_ _�_IlJI I I IEJI I I i_i_ uJt:i ut.)
r•--------------- —I------�
I 1
Filled cell under I
FI girder above
L� I
Rear Patio/Slab
I to be poured separate r
Thicken footing to
from the house slab. I
I 24% x 14"d x 24"L
10'—O" I under filled cell FI I
under girder bearing.
I N
of I
ODD �" ODOJ I©
I
I
I°
I
o I I H.B.
I 4" concrete slab with fibermesh OR I
6"xC 410/10 WWM on 4 mil Visqueen over 0
I clean compacted termite treated fill
7
FI
0
—i
'I —i
i
_i I
—i
of
E
NLL
O
i
v
(2)I
I
°o
I
`
v V
I
I
I
-!2E
I
tV
v� 3
I
LU
v�N
IiD
I
1L
I
r-
r-
I
I
Q
UE3
E
I
I
�
OO U
FI
I
I€js
s®�
I
r---
°' J
I
vim_
S I
to
Io
of
�
t — — —
— —— ---
—�
o
FliGarage
0a
Igo
Recess for
o0
00
Door
I
I I
L — — — —— FI-----JI
ROOF RLAN
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail size = ad ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Keu
Area
Edge
Field
Fastener
Pressur
SK
Zone I
6"
6"
Bid ring shank
45 psf
Zone 2
.4"
61,
8d ring shank
16 psf
Zone 3
4"
.4"
Sd ring shank
84 psf
** Zone 3a
0
6
0
6
# 8 wood screw
112.5 sF
p
** Use nails or screws based on pres ure for roof stated
in permit info box on these plans ?or zone 3
Concrete
r Lintel
Column
— OVERHANGS AT 1'-0" 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
Trusses at 24" o.c.
. see shop drawings
r by others
R-19
Verify with an
12"x 12"
1 Column Block
Rebar
Rebar 1,48 Bar Dia.
Min. Overlap
Cellin
v
transition
R-30 Batts
19 batts
Frame ceiling transitiont'=----+
as needed using metal studs
field verify exact configuration
and sizes
Drywall ceding
see typical section
nsulatlon Detail
nts
SINGLE PLY REAR GIRDER TRUSS
Nail 2' x 4" blocking to vert. leg of
truss with IOd x 1.5 nails at el" 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
TRUSS BLOCKING DETAIL
Provide #5 bare with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel
Provide Cast -Crete
eUe-OB/OT precast
lintel set in mortar -
Min. 8" Bearing
STRAPPIN
to Lintel Attachment ,AST CENDTER BEARING ER POINT
NTS
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32" CDX 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 plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 2-0 Ib 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 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 �\\
Addtional Precast Lintel
Lintel
Bar
Clear
"A"
:;:
Length
Length
Span
Bars
Bars
7 CLEAR
R
2'-10"
2'-8"
I'-6"
2.#3
none
3'-6"
3'-4"
2'-2"
2,#3
none
BF8-OB/IT BF8-IBAT BF8-IB/2T
Additional
4'-0"
3'-10"
2'-8"
2 #3
none
- tt5 bars
CLEA y :{ 1t!;`
4'-6"
4'-4"
3'-2"
2,#3
none
' me Row of "H"
Block Above = ";' ::::
5'-4"
5'-2"
4'-O"
2,#3
none
t ='
Precast Lintel
5'-10"
5'-8"
4'-6"
2,#4
none
i
w.`:.'.
Additional i
6' 6"
6'-4"
5'-4"
24
#
none
_ y #5 bars t__.I
1'-6"
1'-0"
6'-2"
2,#5
none
BFIL-IB/IT 8FI6-IB/2T
W 4"
T-10"
T-O"
2,#5
none
NOTES:
ALL reinforcing steel is grade 40.
I. min. coverage of steel=1.5"
2. min. bearing required a ea. end=8"
3. standard for ramr. steel=ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
AbOYe
"
Bottom
Steel
Size
Top
steel
Size
Max
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
T-2'
V-6"
BF8-OBAT
1
#5
3069
1569
1024
L31
2'-6'
3%_81.
4'-0'
eFe-OBAT
1
#5
2661
1363
163
L45
4'-5"
W-10'
8F8-OB/IT
1
tt5
IIOS
90el
339
L50
V-O'
V-6'
eFe-OB/IT
1
#5
1238
ass
121
L60
6'-8.
T-V
8F8-OBAT
1
#5
1011
121
534
LBO
8'-O"
T-4'
BPS-IB/2T
1
#5
2
#5
152
Sell
912
L90
T-O"
10'-V
8F8-IB/2T
1
#5
2
#5
643
s30
401
L905
T-O"
10'-6'
8FI6-I5/27r
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-O"
II'-4'
BPS-IB/2T
1
95
2
#5
582
494
452
LIQOB
IO'-O"
If-4'
1 81"I6-I15/2T
ONE
I
1 85
2
1 #5
1366
1028
452
LI20
12'-O'
13'-4"
8F8-I8/2T
1
#5
2
05
411
428
324
L120B
12'-O'
13'-4"
8FI6-I13/2T
ONE
1
#5
2
#5
1016
110
324
L140
14'-O'
IS'-4'
811"I6-I15/2T
ONE
1
#5
2
#5
1250
609
259
LI60
16'-0"
IT-4'
BPS-IB/2T
1
85
2
#5 1
300
192
114
LILOB
IL'-O"
11'-4'
8FI6-I15/2T
ONE
1
85
2
#5 I
950
500
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" 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.
18IOIbs, uplift
Aluminum Amp _
Edge t Fascia
12"
2" xV
Kaycan full a vent vinyl soffit installed
usinngg 1/8 die shank x IS" long gale.
roeling nails with 3/8" dia. head per
product approval -sae chart sheet #1
12' x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tie
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of rooter
16" below finished Floor
IF
4
into
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger
gable end trues
with (2) IOdn4ifs
at each web
hi -rib lath
vertical wood
s to provide
:ration into
3/4' penetration
members
5lo8k thick light textured
stucco on typical concrete
block construction
Varies - see Ian
Simpson HETA 20
hurricane anchor at each truss
( 2.4 o.c.) supporting Max.
1810 lbs. uplift
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
n.'_ 1.
Provide PT Buck;I
attached per jamb
details into filled cal
4" Pre-caat
Sill
(,,.. J
k:
"�z':
i,
Y.�},:J
I•'J
—Poured Filled Cell
Provide #5 bars with min- 48 bar
diameters overlap In filled cell. Tie
�fdled cell steel Into continuous
Tooter steel.
Concrete Footing
(see Tooter schedule
for exact
sizes)
DETAIL AT
WINDOW
OPENING
IN
CBS WALL Scale: 1/2' = 1'-0"
#5 bar vert. w/ °0
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom ofMsliding door recess. Wood
Step per foundation plan
Slope per foundation plan °p
I IIII I II I I 111—III .
Brace Gable end
with 2" x 4" sYP #2
art back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings by manufacturer )
\R-30 blown Fiberglass
in bottom chord of trusses
-1/2' drywall with smooth finish
Two rows of beam block Filled with concrete
-and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (U 95
bar cont. for bottom row over openings
1/2" dr wall over I" x furringg
strips a IL" o.c. with R4.1 frfoll
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" onlyy proportioned per FBC R601.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...l
Fill cell with concrete and
(1) #5 bar vart. (typical).
`Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
t
I,IIIIIIIIIIIIIIIIIIIIIIII 1111111:��,.. III III �IIIII�IIIIi„III'
14iii
11ii= 3 Typical Sect[on at Front i=orch
N
N
� X
r
m
e_
F- O a
a
W�
a
2.c to di
b 00
E_ C _
to `r
r
Strap truss to wall using Simpson MGT with
5/8 dia. threaded rod with min 12" embedment
into beam either wet set or in epoxy with
(22) 10d nails into truss. Add blocking to
truss leg per Qstall on this sheet
L\in \qqmlmmimmlimmizl
im
:able and
c 4" SYP #2 min.
nailed to bottom
horde using (2) IOd
each truss
1-2-19
PANEL
"A"
Piles
SR
Load
Wee
Description
circa
circa
Description
Wire
Load
les
1
20
1.2 kw
a12
Refrigerator
I
Ran •
U
12.0 kw2
1
20
1.2 kw
a12
Clothes Washer
3
1
20
1.5 kw
a12
Kitchen S.A.C.
5
L
Dryer
#10
5.0 kw
J302
1
20
1.5 kw
a12
Kitchen S.A.C.
I
a
1
20
-
a12
Bathracia Recepts
9
10
Air Cond sor
$10
5.0 kw
1
20
1.2 kw
a12
Dishwasher
11
12
1
20
1.2 kw
a12
Microwave
13
14
Air Hand]
a10
5.0 kw
30
2
1
IS
-
a14
General Lighting
15
Ito
1
IS
-
a14
General Lighting
n
18
WH
$10
5.0 kw
25
2
1
15
-
a14
General Lighting
19
20
1
15
-
a14
General Lighting
21
22
GDO
a12
0.81 KW
20
1
1
15
-
a14
General Lighting
23
24
spare
Spare
25
21,
Spare
Spare
TI
28
Spare
Spare
29
30
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
Small. Appliance. Cgcwt(s).... ......... ......... ........
Ranfl4..... ......... ......:.. ...:....: ....:.............
Refrigerator..................................................
.Microwave.....................................................
Dish .Washer ...........:............................:..........
Clothes,.Washer...............................................
Clothea,.Dryer
Water Heater . . . . . . . ......... .........
Garage_Door,Opener.......................................
2496
3
2.283
2
1,500
3000
1
12,000
12,000
1
1,200
1,200
I
1,500
1,500
1
1200
1200
1
1,200
1,200
I
5000
5,000
1
4,500
4,500
1
810
810
Total Watts
31,898
First 10000 Watts e100%
1
10.000
10,000
Remainder 21.898 e40%
1
0
11,159
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
31,159
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.83
Panel Size Required = 150 Ampsi
Electrical S mbol Legend
8
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
is
Push Button Switch
Exhaust Fan
-28
Duplex Outlet
¢
Ceiling Mounted Light
__0
Special Receptacle
Wall Mounted Light
aIntterpr groundfault circuit
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cM
Carbon Monoxide Detector
�
Flood Light
Q
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
FYI
Telephone Jack
Ac� c
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
KR
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A PAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Covered Porch
121 CFM
IOXIOxi
SITTI G
RO M
GR AT
R ON
I
Center Registers I B/A - -
103 CFM on carting Pan 103 CFM r
IOx1Ox1 I OxlOxl
14J ,.'
e CFM,
e 8x4X4
I
1211 L----
i
a a I
10"
132 CFM
IOXIOXI
DINING
ROOM
Vent thru _- f A CFM
Soffit � r-
H.B.
1-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE
TO PANEL LOCATION AND USE
APPROPRIATE RISER BELOW
A/C iliac.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #I Grnd
2" PVC Schedule
40 conduit
2" PVC Schedule
40 conduit sleeve
AMP
rSO
into attic
MCB
PANEL
AHU
PANEL
AHU
200a rated
200e rated
meter can
O
meter can
O
METER
METER
Intaregetam bonding
Inter igstam bonding
2" PVC ( FPL)- c
Termination pant
2" PVC ( FPL
Termination pant
schedule 80
schedule 80
2" rigid service FPL
2" rigid service FPL
ex4x4
I CFM
CLOSET
i cFM
L
S/AcJ
CED
12xLx1
280 CFM
MASTER
BEDROOM
#2
OVERED
PORCH
MASTER
BEDROOM
132 CFM
IOXIOXI
ra r�
ILJ
12xI2xIO
CLOSET B/A
A/C disc.
150
#2/0 Aluminum feed 1. 1.
I h' Conduit PANEL
M TE
AHU
2"
PVC
( FPL}
2
rigid service FPL Be tt5aeonti cap Wire slab
ECTRICAL RISER
Contractor shall use AL-CU Landing lugs. NTS
a
Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
311 2 M
�� _ ____Vent_tl�r�
BAT Soffit
.H. ----- I
A#c
11
22' x 54'
Attic Access
Nth light 1
150 Amp
Panel
GARAGE
r----------------- iI
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
eter
1 1 ground rods -
1 I ground rods
/�
� E C� I'•%� '� I j� �l I C A L
j�
L Y O U T
ELECTRICAL RISER
ALTERNATE SERVICE ELECT. RISER
i4
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
SCALE:
i ii
-
1/4" I -
shall be verified prior to construction
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
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 reg.ir of any
or as selected bg others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have n damaged.
G.
Recessed cans to be installed per NFPA requirements.
It- 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 comply w/ FBC RMIL02
the requirements necessary for the equipment to be placed in
9.
A(C Refrigggrr�tt�1nt lines that are run thru slabs must be
proper working order.
23.
All exposed wire below 9'-1" shall be installed in metal EMT
sleeved inYYC
ALL A/C Equipment shall comply with energy calculation
il. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
24.
conduit.
Dr Vents be
FA10.
Braden Braden
11,
All work shall be performed by a licensed electrical
meet all standard requirements of the local electric utility
er to installed per
FBC RMISO2
,41,4
Architects -Planners
12.
contractor, the completed s stem shall be fully operative.
for
and telephone company.
Contractor shall pay all Tees, permits, tes ing, and
411 S.E. Coconut Avenue
13.
inspections including blower testing where required.
All be trades to
I8. The electrical system shall be completely and effective1 y
OB
Tel (112) 281-8258
Work shall coordinated with other avoid
grounded as required by the latest edition of the N.E.C.
interference with the progress of construction.
Fax (112) 281-8283
14.
All required insurance hall be provided for protection
19. All material shall be new and shall bear underwriters'
E-mail: brad enaiaBcomcast. net
against the public liability and roperty damae for the
labels where applicable.
on the
Stuart FL 34996 #AAC000032
Covered Porch
Porch
9
/f
SITTING
/
/
MASTER
BEDROOM
GFcI �
V
I Smoke / Carbon
pp Monoxide Detector
I Combo ® � \
GREIIAT M
ROAM S
I 1 _
I '
I
! LbSET '
II 1
I I 1
DINING I I GFCI ,-- m
ROOM I 1 FC :i - HI
II
/ \ G CI GFCI
I AV
1 \� KITCHEN 1
� I
1 Hines I 3' I2" 3`-2" 1 24" \
- - - an rg
Ho
Exhaust Duct /GFCI _
Thru Soffi j
° -
POWDER GFd oFcl cl
® bo I�I 42" GFCI
CFM/'�F" '
I�A"/ 1
> Attic Access I //
NFCIWith hgh J /
Optional P / 150 Amp
CLOSETI 1 panel location l / Panel
Pull chain /
1 1 B light in attic
� S �.. � 1 I 92" GFCI 1}
n bon
GARAGE
ty Monoxide Detector
G cl 5 Combo
Garage
■ / Door
UP
S Opener
Wire For
i-----------------
Front Post I 1
Light / \
I I
N / PB \ \ I I
/ WP GFCI I I
/ T � I I
/ I I
COVERED PORCH \ I 1
WLInne Building Corp.
THE GEMINI
Spanish Lakes
St. Lucie County Florida
iv
n
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP GFCI
Install owlet
a under disc.
not shown for
clarltg
A/C
1*1
eter
0
�r
MASTER
BEDROOM ELECTRIC/4L FLAN
7 -0"
w °Post, Light with
,113 Photo cell
u a-
R
xo
o
W
Cl
> o
MODEL:
ri�
GARAGE
RIGHT
SCALE: 114" = I'-O"
Attic Venting Calculations FE3C 2309.1
Total Attic Space = 2494 sq. ft.
Venting Ratio 1/150 = 16.64 sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn Revisions
121-15-20
Drawn by:
C.C.U.
Checked by:
D R. B 0CC
Sheet Comm #
E - I i� goy
OF 5