HomeMy WebLinkAboutBuilding Plans12
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
aced 4" o_c_ at -all laps -and -two staggered rows 12" o.c. in field. Attach
RIGHT ELEVATION
12
4 1 SLOPE
LEFT ELEVATION
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. Sv 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 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
aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
eck to trusses using attachment detail on this sheet
--------------
5/8" thick light textured
stucco on typical concrete
block construction
SGAI I/'Y = I'-U-
Product Approval Submittal Affidavit
IN
Opening Sohedule Swing ])core, Overhead Doors, Sliding Doors, Vindows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model
Manufacturer
Glass
Attachment method
Exppiration
Date
Design Pressure
of Approved Teats
1,2,3
t4
FL# 239.9g
Single Hun
5H-1100A
Im act
PGT
5/IL"
I/4° d,a eapeora r/ min 13/8"
spaced per product approval
min. edge distances specified
penetration to be
Contractor shall adhere to
in Product approval
+ 65.0/-80.0 PSIF
A
I6-0330.02
Overhead
Garage Door
Model 824/e11
9' 4" max. width
IL'-O" max height
DAB
fluti s �yr"� = Wry. • c �«.,,. n� a„h-67 mu
fl 5iie" x I Sir fw t ad ip n seeh bracket. mme.nms
en ar Ir ed,a a.e.xe -bt�ie t" .see adhan to pr"dvet apprw.i
10-9-21
+ 50.0/-LO.O of
p
B
FLU IL614.1
Fiberglass
smootnh Pro/
Jeld-Wen
Elco 1/4' dia. tapcon 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
FL# 251.4
Sliding Glass
g
Door
Series 110
SGD
PGT
In mom
Type "GSA"
1/4' dia. tapcons w/ min. I i3/4C' penetration to be
spaced per product approva. ontractor shall adhere to
min. 2 1/2' edge distance& specified in Product approvalTES
+ LO.O PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
Expiation
Date
Design Pressure
of Approved Teats
Mullions
FLU 2L1.1
In x 2 3/4" x .315'
natal] per fastener type and spacings shown in Table IA and IB
In n product approval on sheet 5 of 22.
+ 58.0 PSF
Roof
FLU IIL51.12
5V Crimp
Metal Roofing
g
Gulf Coast Supply
and manufacturing
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self waking washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and
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 roof plan
- 108.5 PSF
Siding
Stucco an Block
Soffit
FLU 12198.3
Model T4 12" vented
Vinyl Soffit
Kagcan
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' dia. x 1.5" Iona ring shank mails with S/8" dia 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
12
Finish Columns with
5/8" thick cut coral
finished stucco bands
0'-0" = Finished i
5/8" thick x 8% cut
coral finished stucco b
2" x 4" top plate 1I 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
2" x 4' studs at 16" o.c.
base -board � 11 11 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
6"xV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
nterlor Non -Bearing Partition
nts
Braden t
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaia9comcast.net
Stuart_ FL
S4994 #AACOOOOS2
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 L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V o.c. at all laps and two .staggered. rows 12" o.c. in field. Attach
COVERED
-1
w.
PORCH
2
F I
1.
°loor
5/8" thick light textured \ I
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
WLmne Building Corp.
THE ROYALS
Spanish Lakes
St. Lucie County Florida
SCALE: 1/4" = I'-O"
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 Ib felt underlayment installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detal on this sheet
12
4 1 SLOPPE
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb Pelt using Sd 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.
2'-2" 5/8" thick
FRONT ELEVATION coral finish&
SCALE: 1/4" = 1'-0"
12"
x 8"w cut
d stucco bands
24,d0-" i9 o 3-6
REVIEVi EUFOR
CODE C®MPI", I
ALL CONTRACTOR WARRANTIES BEGIN WHEN T19,ENCLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: It Wind Velocity: 165 mph ultimate
Mean Roof Height: II'-O" Roof Pitch: 4:12
PROOPSIXIIACH
Internal Pressure oe Icient: ±0_I8
Subjectabdity to damage from: Weathering: Negligible Termmtes: Vera HaI
Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: O.LDL+O.t.WL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 psf
Roof Zone: 2. +20.L/-51.0 psf
Roof Zone: 3. +20.4/-84.0 pef
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Well Zone: 4. +35.8/-38.1 psf
_
0
ZonZone
4 I
Wall Zone: 5. +35.8/-41.8 psf
Wills
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?
= Roof Zone 2
es
Walls Zone 5
Are Components an Cladding Detel s Provided? Yes
END ZONE
Minimum Sal Bearing Pressure:2 O psi, Presumptive: X B14 Test: psi
SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS
mm= Corner Zones
Roof Zone 3
ROOF LIVE LOAD:_ psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: � of FLOOR DEAD LOAD: l0 sf
JOB ADDRESS:
MODEL: Date Drawn Revisions : \'
3-28-18 5-23-18 Smoke detector revision
GARAGE Drawn by:
LEFT C.C.U.
Checked by:
D.R.B.
Sheet I Comm #
OF 5
B
I'
FLOOR
PLAN
21'-O"
TYPICAL NOTES: SCALE 1/4" = 1'-0" AREA CALCULATIONS
N.T.S. =
I. Contractor to verify ALL notes and dimensions prior to 36° high by 4° diameter 1-120 sq. ft.
Living A/C steel crash post. Floor Back Porch Total = 210 S ft.
proceeding with work.
Flange with 4 - 3/8" q
2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into Garage = 311 sq, ft,
3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t So ksi steel plate) Entry = 28 sq. ft.
a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 2215 sq. ft,
4. No dissimilar metals to touch. 2h" 2'/2" Total Cubic Ft = 13,140
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. " �2"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to °
Z• VTR
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix in 03/8" 0 2"/2" JV j
6. Drywall at ceilings shall be leveled and attached to bottom chord 2"
2�„ Attach buck to block wall with I I
of trusses with screws per FBC R102.3.5. 114" dia. Elea cone screws with min. 12" I MASTER
1. ALL wood in contact with concrete shall be pressure treated. D O 11/4" penetration at 12" o.c. max BATH
and 4" max from each corner thru " I LAV-1
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. h" Exterior race 2" x L" PT Buck LAV-1
9. ALL plumbing fixtures to be low flow. or wall- I 2'
10. Contractor to Provide Drain at water heater in accordance ones Iwm-I
with the current edition of the Florida Plumbing Code. we-1 2"
11. Contractor to Provide a 2'-8" wide door at one bathroom for a9 woad screws thru iamb into buck 2" LAUNDRY 3"
„ at each hinge and 15" amb max and ll
handicap accessibility requirements. s/2" 2h Detail at Door Prior to door attachment ET-1 2
12. Lowest finished floor to be set bg Governing Building Department L" NTS 2" 3 j r AAv *2" VTR
surveyor to Set In field. INSTALL VULKEM BLOCK SEALANT
13. Separation between residence and garage shall be per FBC R302.b ON ALL JAMB. HEADER, AND KTICHEN 2"
SILL BLOCK
1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION PRIOR TO BUCK 2 LAV-11
3" 2 it
Water Heater Install windows thru buck into
block with 3/16" tap -con with
1 1/2" penetration at V o.c. max 2"
15. Wall and Ceilin shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 from each cornj,ia and d 2 " max 3" wo-1 BATH #2
p thereafter
andtsillaper productt"approvalx
Ib. Wall and telling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior face 2"
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall "ari
x 4" PT 31, ST_1
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation C.O.
materials exposed on the underside of the roof deck or on the attic walls shall comply 3
with F.B.C. R316 - see permit info box of code edition To septic
18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Buck nailed to
C960, C1002, C1041,C1111, C1118, C1218, C1395, or C13% and shall be installed Detail at Windows case hardened nails PLUMBING RISER
accordingto the following: (FBC R102.3.5) prior to window attachment
g I" x 6" P.T. Buck nailed to Masonry $ee NTS
block with case hardened nails /
prior to door attachment
Dr wall Framing Max. spacing
y
Thickness
Location
Orientation
Member
of fasteners
Nail sizing options for
drywall into
Spacing
Maximum
installation of
wood framingmembers
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
11.
12"
13ga 1 3/8" long with 19/64" head
0.098" diameter x 1 1/4" long
/2
annular -ringed or Sd cooler nail
OR
0.080" dia. xx 1 5/8" long with
Walls
Either
161,
all
IV
Direction
15/44" head
OR
Gypsum board nail 0.086" dia.
x 1 5/8" with 9/31" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 6/8' loong with 19/64° head
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
Walls
Either
IL"
ell
I6"
0.092" diaoxx 1 1/8" long with
Direction
I/4" head
OR
Ggpsum board nail 0.0915" dia.
x 11/8" with I9/64" head.
� CRASH POST DETAIL
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 CII18 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 accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Grade
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12
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 underlaymant installed with min. 4' sidelaps and V 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
Simpson HETA 20 or equal
hurries e anchor at each truss 12
with (10) i� x 11/2 nails
4 �-
PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max.
at 24"o.c. TYPICAL
IBlolba. uplift
-1
(shop drawings by manufacturer)
Aluminum Drip `� '-�
Y-yxxx!xxxxxxxxxxxx
R-30 blown fiberglass
Edge t Fascia
in bottom chord of trusses
I/2" drywall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
and (l) 95 bar cont. in each row. Substitute
Kaycan full o vent vingI eoPfit installed
precast lintel filled with concrete and (1) #5
bar for bottom
using I/e" dia shank x I5" long ga1v.
Cont. row over openings
roofing nails with 3/e" dia. head per
product approval - see chart sheet nl
1/2" drywall over I" x furrin
01-foll
at 14" O.C. with R4.1
rstrlps
insulation on typical 8" Block walls
5/8" thick light textured
=
All drywall to be installed per FBC R7023.1
stucco on typical concrete
T
and shall meet all pertaining ASTM codes.
"M"
block construction
ao
Mortar to be Type onlg proportioned per FBC R601.1
and Mortar Jonte shall comply with FBC R601.2.1.
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 Bell
(U #S bar vert. (typical).
Max. spacing shall not exceed
Wood
48" unless otherwise noted
see foundation plan notes for
Base
spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
�
I
+I-IMIMI-1171
I i l I I I I 1
-IIIIIIII=IIII
IIII
IIII=
14"w x 18"d Concrete footing
1 1-1 1 11 1 i'- with (2) #S bars coot. and #5
14" transverse bars at 48" O.C.
TYPICAL SECTION
Scale : 1/2" = 1'-0"
Install SGD thru buck into
block with 3/16" 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
O O Use 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
I" x 6" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door9
N Masonry Wall
v2" =1
Bottom Track Typical Flooring -
Sill Install SGD thru buck into
block with 3/14" tap -con with
S l l d l n D OOr Detail 1 1/2" penetration at o.c. max.
g from each corner and 20." o.c. max
At Masonry Wall NTS thereafter at Jambs per product approval Jamb
Window Schedule
Mark
Size
Rough O en.
Window Descrl tion
PRESSURE ZONE
I.
4'-5'/e"x S'-3 %"
54/s"x 0W
Single Hung
ZONE 4
2.
V-2%'x V-3 %"
15" x L3 %4"
Single Hung
ZONE 4
3,
2'-2" x V-2/2"
21%'x 38%"
Single Hung
ZONE 4
4,
3'-I" x V-3i,"
38" x 0'/4"
Single Hung
ZONE 4
S.
4'-531e"x 4'-2'/.'
1 54%s°x 54 V
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 o. dimensions
to be verified by contractor
ur rq
with manufacturers specs
prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
T-ON X T-OR
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-O" X C-8"
41"'/;' x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X L'-8"
Llw
l4' x el %," 'r ;ale,
Sliding Glass Door
ZONE 4
D
2'-O" X V-8"
solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 81 �2"
E
2'-6" X C-8"
Solid Core - Wood
- L-Panel
F
5'-0" X V-8"
solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x C-8" x 1 %"
Solid Core Wood, Steel, or Masonite Door
H
2'-B" X C-8"
Solid Core - Wood
- 6-Panel
J
2'-0 X V-am
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET 91
Braden t
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaia8comcast.net
yl-Oil 7i-Oil
EGRESS
MASTER
BEDROOM
� 8'-O" A.P.F.
Flat Ceding
12'-8"
b
ir
N Vanity to be
34 Y2"high
301
7.111171111
O
4"
�I
OI -Ol1
Opt. PATIO/SLAB
C12" x 12" Concrete column -
block filled with concrete ar
(2) #1 bars vert. tied Into
lintels above
PORCH
WIRE LATH t STUCCO
CEILING
01
00 I I I I Ell
MT 1
I
to 19'-8" A.F.P.
Vaulted 1Ceiling
I
2o'r8"
6'-O" 6'-4" I G R EIA T
ROOM
lip I
s 2" x 4" knee -wall
®rj E I in below counter top 1
1_9 I
J � e„
Rod t S11 /ryr�n p F
DINING
ROOM
- +41" HIGH WALl1 e'-O" to T-8" A,
I ° " IIRV Vaulted Ceding
I
8'-0" A.P.F. I I
O
s
Flat Ceiling 1-1/2"
VIERHANG
v
-_ - - -
-
KiTCHtR-
O
covieets to
�r
extender
Ref
12'-6"
�
0'-5„ mil sin.
m
N
o
NON-VBNT
THIRD
fn
4'-0"
F0
O °
BEDROOM
°
0 G _ _
0
A.F.F. OI
u)
°
Flat Ceding =
K
O A/C
I #1
r
R-II Bata Inelation I 22i x 5Y lj H. f
Attie Access �
�I
J N
LU
O
4
Provide auto I with light
�a,
10
\o 1
4" 3O" 4" 3'-Ol,
closer L - -__-
I >
Im
4"b Steel Ballard
See detail on this sheet
I \�%
I Q,, r
U7
11I
y
J J
°
1'0 mp
°
®
Linen
Double Dou
le
Pan I
Hanging D Han
n
S
°
2"
B,4
o
GARAGE
II
E „H
H.B.
+)
m
Yanity to be
8'-4" A.F.F.
3 y2„N
Flat Ceiling Be_____-_-_
Li-0
O
r________ )
�
Double anging
a
d-
;
Block wall in j
O
pn _
-
I garage to be °
struck block
a
I MT °
°
O'n
°
o
Q
EME GENC
I
EG ESS
I
I
c
uU
OD
I I
a
.r
1
Jut
I I
IL
®-8.°O9
SECOND
BEDROOM
8 O A.F.F.
°
Flat Ceiling
ALE
C
P
C
EGRESS
�
Lk
o o O
N
O
9'-0"
3'-6"
2"-8"
2'-8"
2'-2"
9'-61,
2i-2"
15'-10"
5' -4"
13'-10"
31
35'-O"
i L,;nne Building Corp.
THE ROYALS
Spanish Lakes
St. Lucie County Florida
Date Drawn Revisions :
3-28-18 5-23-I8 Smoke detector revision
GARAGE Drawn by:
LEFT C.C.U.
Checked by:
D.R.B.
Sheet Comm #
2. 12-ioo
OF 5
.J 11CU1.., I Ullz�/"_�1— IN'` I T__J"
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
BE 3000 PSI OR 4,000 PS( GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
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 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.
BE
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5•
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
1 2,
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
6.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI
DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
I5,
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
14.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GIBE RATING.
FOUNDATION 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
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'—I1" wlde.
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 tc) truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of Sol[ test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap Fill cell with concrete and
(l) #5 bar vert (typical). Thicken edge to 8 x8
SCALE: 1/4" = 1'-0"
FOOTING
SCHEDULE
Mark
Size
Description
I
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 I6"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F�
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
With
x I8"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB a 0'-0"
at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR
Wood 48" unless otherwise noted one #5 bar continuous 6"A" #10/10 WWM on 10 mil Visqueen over
Base see foundation plan notes for clean compacted termite treated fill
spacing at openings
4" concrete slab with fibermesh OR GRADE
6"x6" #10/10 WWM on 6 mil Visqueen over "` "''`a'
clean compacted termite treated fill 0D ;,`'.. —
ih
PIM
`'' i i1 I I I-1 I I��I I I I❑ 1 I
14% x 18"d Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 48" o.c.
TYPICAL FOOTING DETAIL
SCALE 1/2" = I'-U"
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cunt.
Step per
foundation plan
ci
#5 bars cont. bottom steel
ff :21 DETAIL AT GARAGE STEPDOWN
�J SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bare vert. tied
into lintels above
Top of Tooter
14" below finished floor
#5 bar cont. in
Curb height
Verifq based oil
foundation plan
LO
Grade
PORCH SLAB EDGE DETAIL
3
ARA(
0
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell
FIII cell with concrete and
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
termrcide in annular space between sleeve and pipe.
(1) 45 bar vert. (typical). Filled Cell Masonry Column With One
—Max. spacing shall not exceed #5 From Footin To Tie Beam
48" unless otherwise noted g
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
Vxb" 410/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
O
......,.1.... ..
-I1— 14"w x 18"d Concrete footing
with (2) #5 bars cont, and #5
transverse bars at 48" o.c.
RB DETAIL
SCALE 1/2" = I'-O"
1III=
30"x30"xl6" concrete 2" x 6" PT wood secured with
I/2"dia. x 6" expansion anchors \
column footing with (4 with 2" sq. washer at 18" o.c. overhead door track secured to wood
1*5 bars each way jamb per manufacturer's product approval
Garaqe Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
/2" = I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
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
D
E
Contractor to pi
(l) proper foundation
for proper steel
30" min.
Double Filled Cell Column Corner Steel La
NTS
Braden It
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaia9comcast.net
griisirt FI
,,4ggL ttdO1`nn()n1A2
nts
O
I
N
O
T
a_
H.B.
—
14'-0'"
Opt. PATIO/SLAB
12" x 12" concrete column block fell
F4 m Into lintels above (2) #1 bars ve
N r
i l i i i 00 °O --- o _1 °
F F T
FI I Filled cell under
O girder above
Io I
I 03 � I
FI 24" Rear Porch Slab to W Y
be poured separately 1L
J from House Slab.
r
Thicken footing to N t
24"w x 14"d x 2411L
under filled cell 1 a
i under girde74"
N ° ° OC
---- C
Rear Patio/Slab to be flush with bottom of
sliding door recess.Slope I" slab with fibermesh OR 1
60sx6" #10/10 WWM on 6 mil Visqueen over 1
clean compacted termite treated fill 1
I FI 1
I I
° I I c
I
I i
°
I I �-
I I°
° I 1
I I FI I
I I
° I
r— — — — — — — — — — I 1
C-
#I I _
W' I i
40
" Steel Ballard —/� I I I O I
See detail on this sheet 1 I I Q� 1 r-
14I I
I I I
4" concrete slab with fibermesh OR I I 1
L"xV #10/10 WWM on 6 mil Visqueen over I I
O clean compacted termite treated fill I I
-i I Q I I FI
�I
D O I
° I FS
° L-------------AJE
_ �_ I 1 C
12' -6"
0131 00 1.5" Recess for ° °
Garage Door I� I
I I
I
.I I`
I 1
° JC
UJynne Building Corp.
THE ROYALS
Spanish Lakes
St. Lucie County Florida
9'-0" 2'-2" 9'-6" 2'-2""
GARAGE
LEFT
Date Drawn Revisions :
3-28-18 5-23-I8 Smoke detector revision
Drawn by:
C.C.U.
Checked by:
D.R.B.
0
I
0
H.B.
FILE
0
0
r
Sheet Comm 4
3 12-100
B
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plywood
4. Use nails or screws based on ress re for roof stated
in permit info box on these pPans fpor zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
6"
8d ring shank
16 psf
Zone 3
8d ring shank
84 psf
** Zone 3a
6"
6"
#8 wood screw
112.5 psf
** Use nails or s rews based on pres§ure for roof stated
in permit info cbox on these plans for zone 3
Concrete
/ Lintel
Column
Verify with Plan
Provide #5 bare with min. 48 bar
diameters overlap into beam. Tie
filled cell steel Into continuous
beam block steel.
Provide Cast -Crete
SUB-OB/OT precast -�'-
lintel set in mortar
Min. 8" Bearing
12 fix 12"
ilumn Block
ail Rebar
Rebar 48 Bar Dia.
Min. Overlap
to Lintel Attachment
NTS
Provide #5 bar set In pre -cast ROOF l= L � N Scale : 1/2" = 1'-0"
lintel into beam where length of L
the opening calls for it. - /1 L t I i- O u I h d 11
e PT Buck
ed per jamb
Into Pilled ci
4" Pre -cast
Sill
ver angs a un ass of erwlse note on t Is 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
Poured Filled Coll
Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
Trusses at 24" c.c.
/ see shop drawings big others
Provide #5 bare with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
footer steel.
Concrete Footing
(see Tooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = 1'-0"
R-11 bi
SINGLE PLY REAR GIRDER TRUSS
VIA Nail 2' x 4" blocking to vert. leg of
truss with IOd x 1.5 nails at 4' o.c.
v Install Simpson MGT into wall using
n 5/8' dia. threaded rod set min. 12"
\ into wet beam and (22) IOd nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
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 lager of
ASTM D Type 2 felt paper using 8d nails. Substrate\
to be edges
with
COX Plywood nailed in 6" ads in field
and edges with lad ring shank Wads into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5'
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment 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 �\
Additional Precast Lintel
#5 bare
", 66EAR
Lintel
Length
Bar
Length
Clear
Span
n u
A
Bars
u u
B
Bars
{
2'-10"
2'-8"
I'-6"
2,
none
3'-61,
3'-4"
2'-2"
2,#3
none
era-OB/IT 8F8-IBAT 8P8-IB/2T
Additional
4'-O"
3'-10"
2'-8"
2,a3
none
#5 bars
CLEAR cr a. `:;.
4'-b"
4'-4"
3'-2"
2,#3
none
ne Row of "H"
Block Above ."!'::;•'.�:
yA
5'-4"
5'-2"
4'-O"
2,#3
none
1i ~ ::
%t•`;!
5'-10"
5'-8"
4'-6"
2,44
none
...i Precast Lintel F'i.t;:f;' 9
6'-c'
6'-4"
5'-41,
2 u4
none
i i
Addtional i
#5 bars
1'-6"
1'-O"
6'-2"
2,45
none
SF16-115AT BFIL-IB/2T
8'-4"
-O"
2,45
none
NOTES:
ALL reinforcing steel is grade 40.
I. min. coverage of steel=1.5"
2. min. bearing required a ea. end=s'
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
size
Cast -Crete
Specification
Rows of
'H" Block
Above
Bottom
Stssl
S12f
Top
Stsel
S12e
Max
Gravity
Load
(PLF)
Max
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2'
3'-V
8F8-OB/IT
1
#5
30L9
15L9
1024
L31
2'-V
3'-8"
4'-0'
BPS-OB/IT
1
#5
2541
13L3
163
L45
4'-5"
5'-10'
8F8-OB/IT
1
#5
1105
909
339
LBO
5'-0"
6'-L°
8F8-OBAT
1
#5
1238
835
121
L60
6'-8'
1'-6"
8P8-01SAT
1
#5
1011
121
534
L80
8'-O'
9'-4'
8FS-I5/2T
1
#5
2
#5
152
591
512
L90
9'-0'
10'-6'
BPS-IS/2T
I
#5
2
#5
643
530
401
L90B
9'-0'
10'-6'
8FIL-IB/2T
ONE
1
#5
2
#5
1533
1183
401
Li00
10'-0'
II' 4"
8F8-IB/2T
1
#5
2
#5
582
494
452
WOOS
10'-0'
II'-4'
8FI6-IB/2T
ONE
1
#5
2
#5
1366
1028
452
LI20
12'-O"
13'-4'
8F8-IB/2T
I
#6
2
#6
411
428
324
LI20B
12'-O"
13'-4°
SFIL-I8/2T
ONE
1
#5
2
#5
1015
110
324
L140
14'-O"
16'-4'
8FI6-IS/2T
ONE
1
#5
2
45
1250
LO9
259
LI60
IL'-O'
IT-4'
8F8-IB/2T
1
#5
2
#5
300
192
194
LiLOB
If'-O'
IT-4'
arit-1B/2T
ONE
1
#6
2
#6
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
hurrrcana anchor at each truss
with (10) IOd x 1 1/2" nails -
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip
Edge i Fascia
12"
2" x 6" S
Kagean full o vent vinyl soffit installed
using 1/8' din shank x 15" long gals.
roaring nails 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
m
4 �I
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd I
at each web
hi -rib lath
vertical wood
c to provide
.ration into
3/4' penetration
members
ceiling transition �--�
ded using metal studs
erify exact configuration
.es
R-30 Batts
batts
Drywall ceiling
see tgprcal section
Ceiling transitlon insulation Detail
nts
5/8" thick light textured
stucco on typical concrete Ijcr
block construction
Varies - see Ian
m
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess. Wood
Base
Brace Gable
with 2" x 4"
aft back naile
Of top chords
nails at each
PRE-ENGIi
> 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 (l) #5 bar Cont. 1n each row. Substitute
precast lintel filled with concrete and (1) #5
bar cant. For bottom row over openings
1/2" drgwall over I" x furring
strips at 16" o.c. with R4.1 fr-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" oniy proportioned Der 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...)
Fill cell with concrete and
(1) #5 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
we foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
IIIIIII��—�—��� �T�TT`—�fT—I 51 1,
�� FI
illl IIII1 I� iiii IIhI ���� i�ll3 Typical Se)ctlon at Front Forth
Scale : 1/2" = I'—C"
�Iw
Simpson HETA 20
Stra,p truss to wall
using Simpson MGT with
hurricane anchor at each
truss
5/8 die.
threaded
rod with min 12" embedment
„
( 24F o.c.) supporting
Max.
Into beam
(22) 10d
either wet set or in epoxy with
nails Into truss. Add blocking to
1810 lbs. uplift
HETA20
S
truss leg
per detail
on this sheet
h0wo I
am
P MA
NJ
NO' N A"AA
I
r rAg M4 r9l MWA VAA�
Pilo
I
NONE
Mimi
6.
Rill No
11
HETA 20
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs, uplift
x
pU
L
cv
s,
m
�
4J
O a
a
Act
IJJ
2s
`
N a
O
N
U
C
-a
U
o0
E_
_
u
N
L
Q
H
w
•C',,
PANEL
"A„
Poles
BR
Load
Wire
Descnptien
arc#
circ#
Description
Wire
Load
BR
Poles
1
20
1.2 kw
#12
Refrigerator
I
Range
#6
12.0 kw
50
2
1
20
L2 ko
*12
Clothes Washer
3
1
20
1.5 kw
$12
Kitchen S.A.C.
5
6
Dr sr
#10
5.0 kw
30
2
1
20
1.5 Ito
912
Kitchen S.A.C-
1
S
1
20
#12
Bathroom Recepts
9
10
Air Cond eor
$10
5.0 kw
30
2
-
1
20
1.2 kw
#12
Dishwasher
II
12
1
20
1.2 kw
#12
Microwave
13
14
Air Handl
#10
5.0 kw
30
2
1
15
-
#14
General Lighting
15
It
I
15
#14
General Lighting
11
IS
WH
$10
5.0 kw
25
2
-
1
15
-
#14
General Lighting
19
20
1
15
814
General Lighting
21
22
GDO
#12
O.SI Kill
20
1
-
I
IS
914
General Lighting
23
24
Spare
Spam
25
26
Spare
Spare
1 21
1 28
1 Spare
Spare
I 29
30
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General._Lighting..(3, watts..aq,,ft.).........................
Small ppli Aancet(s) , Circul,,,,,,,,, ,,,,,,,,, ,,,,,
Range ......... ......... ......... ......... ..............
Refrigerator..................................................
Microwave
Dish.. Washer .................................................
.Clothes..Wasbar , , . , ... , .
Clothes ,. Dryer......... .......................................
Water Heater
Garage. Door .Opener .......................................
1135
3
5,205
2
1,500
3000
I
12.000
12.000
1
1,200
1,200
I
1,500
1,500
1
1200
1200
I
1,200
1,200
1
5 000
5.000
1
4,500
4,500
1
810
810
Total Watts
35415
First 10000 Watts e100%
1
10.000
10.000
Remainder 25.615 e40%
1
0
10,246
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
30,246
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 126.02
Panel Size Required = 150 Ampsl
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
S$
Double Pole Switch
®
Egeball Recessed
Ps
Push Button Switch
_0'Exhaust
Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
♦
Well Mounted Light
Wa= ground fault circuitInt
ro
Light with Pull Chain (attic)
®
Floor Duplex Outlet
0
Computer Connection Jack
-cm- I
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
®
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
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
(3) #I THHN Copper
2" PVC Schedule -
40 conduit
200a rated
meter can
2" PVC ( FPL�
schedule 80
2" rigid service FPL
AI/1Cdisc.
�
4 I
ISO
MCB
PANEL
rods
ELECTRfCAL 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:
42/0 AL SER Cable
With #I Grnd
2" PVC Schedule
40 conduit sleeve
into attic
200a rated
meter can
2" PVC
schedule
r+r^N.r'1ry
2" rig
A/C disc.
L�
ISO
MCB
PANEL
I ground rods
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
Vent thru
SoFFi�--
AiC
SEE MANUAL
"J" and Energg
Calculation
for Unit Info
°
°
Mal CFM
loxloxl
MAST�T2
BEDRO M
139 CFM
Ioxioxl
B/A
e1 e1
B/A
d_�y32
KITCHEN
11
142 CFM
12x6x1
IS
150 Amp
Panel
A tiic A cip
1 with light
L - - - - -
4"iG Steel Ballard
See detail on this sheet
GARAGE
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MECHANICAL LAYOUT
SCALE: 1/4" = 1'-0"
Opt. PATIO/SLAB
163 CFM
IOxlOx1
4101
12"
FORCH
I
I
Center R§gisters
on telling Pan -
I
I
I
I
G REIA
R0(DIM
163 CFM
IOxlOxl
DINING
ROOM
THIRD
BEDROOM
84 CFM
iox6x6
0 56,
laaa�i
215 CFM
121a:X1
SECOND
BEDROOM
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 gears from
ordering. The contractor shall provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancg, or one
suit the Job conditions.
3.
Contractor to verify location of electrical
gear from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21,
Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected bg others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
6.
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 ang 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 RM1402
the requirements necessary for the equipment to be placed in
9.
A(C Refrig�rg8 lines that are run thru slabs must be
proper working order.
23.
All exposed wire below 9'-1" shall be installed in metal EMT
10.
sleeved in r'Yt:
ALL A/C Equipment shall comply with energy calculation
I1.
All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
conduit.
Dryer
Braden t
Braden AIA,
FA
II.
All work shall be performed bg a licensed electrical
meet all standard requirements of the local electric utility
24.
Vents to be installed per
FBC RMIS02
12.
contractor, the completed st�stem shall be fully operative.
Contractor for
and telephone company.
Architects
- Planners
shall pay all Fees, permits, testing, and
blower
411
S.E. Coconut Avenue
13.
inspections including testing where required.
All work shall be coordinated with other trades to avoid
19.
The electrical system shall be completely and effective)y
by latest N.E.C.
Tel
: (112) 281-8258
grounded as required the edition of the
interference with the progress of 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:
bradenala comcast.net
against the public liability and property damage for the
labels where applicable.
duration of the work.
Stuart. FL
34996 #AACOOOOS2
Exhaust Duct
Thru Soffit_
4" Exhaust
Duct Thru
Wall
WP GFC
Install oulet
under disc.
not shown or u1
claritg
Vent thru
Opt. PATIO/SLAB
MASTER ,' \\
BEDROOM WP GFCI
TY TV
I� P(ORCH
\ TV
\ I
\ I
\ I
__----- GREiAT
ROOM
OI O�Mmnowde Dee tsct.or
Caaba
GFCI C� I
io
-- I v I
s CLOE I Ii
1\
®rrI
171
�� II
®- -
GFCI I DINING
ROOM
®M 4FCI� Grp/ GF
5O
FAN
1 IT 4N
4" " 13't2'
/
in
I�111
WA111
_I
p
g 42"h GFC,11� - -x 54
Less
-
2" '
1 1 ath ltic ight
1 L----
I 410 Steel Ballard -�
See detail on this sheet
fi ull chain
\ light in atticp,
I50 4mp \ OPTIONAL PANEL
Panel\ \LOCATION
42"h GFCI
Garage
`/jjJj Jl Door
Opener
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ELECTRICAL PLAN
SCALE: 1/-4 = 1'-011
Attic Venting Calculations FBC 2309.1
Total Attic Space = 2,481 sq. ft.
Venting Ratio I/150 = IL58 sq. ft. required
2 WP
C A /
Oner
W`'CentThis er Post Light on
ors
Provide A Continuous Vented Soffit I Post Light with "- v?
Photo cell e
Wgn ie Building Corp.
TH F- ROYALE
Spanish Lakes
St. Lucie County Florida
oIF
w
IF
Date Drawn Revisions
3-28-18 S-23-I8 Smoke detector revision
GARAGE Drawn by:
LEFT G.C.U.
Checked by:
D.R.B.
Wire For
Front most
Light
Sheet
1
OF 5
Comm
12-100
B