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HomeMy WebLinkAboutBUILDING PLAN-C � ��W 5 )
DEC 2'Z')2017
PERMITTING
St. Lucie County, FL
8'-I" T.O.B.
0'-0" = Finished Floor
12
4 SLOPE
Gulf Coast Supply and MFG 5v Crimp Metal I roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood neck using #9
wood screws with self sealing washer at 12" o.q. max spacing over
(tgpe 2) 30 lb felt underlagment Installed with min. 4' side laps
laps fastened with corrosion resistant tin caps and with 5" ring
spaced C o.c. at all laps and two staggered rows 12" o.c. fie
deck to trusses using attachment detail on this sheet
C
'fHBq�p�K� 10 AN �NSpSOY �ii`�j ,
1 �� �` �N CSS��pp�yt'r��•�OES
O 5/ " thick light textured MA Y St1H
4. stucco on typical concrete
(block construction
5/8" thick x 8"w cut
coral finished stucco bands
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
ALL MANUFACTURES LASLES SHOWING
U FACTORS AND 8HGC COMPLIANCE
WITH FBO ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
ELEVATION NOTES:
.H.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 r` in field. Attach
deck to trusses using attachment detail on this sheet
' OElC
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at +12 unless otherwise noted
,A h t th I L. II b b tt d t th li t t
Gulf Coast Supply and MFG 5v Crimp Metal roofing
FL #1101.12
n!, c a n g e S
o 10
p UT a e IL/ e r I...e c S ou 1111 Q. a I
26 ga. 5v crimp metal roofing attached to plywood d
wood screws with self sealing washer at 12" o.c. max spacing
ck using 49 x 1.5"
over ASTM D
for approval
1n writing
prior
to starting construction.
(tgpe 2) 30 lb felt underlagment installed with min. 4'
side laps and C end
laps fastened with corrosion resistant tin caps and with
1.25" ring shank nails
/�
- Return ALL
Stucco
Bands
into Window or D oor. .
spaced 6" o.c. at all laps and two staggered rows 12'1
o.c. in field. Attach
deck to trusses using attachment detaI on this sheet{
12
SLOPE 4
12" 5/8" thick x 8"w cut 2"
H. coral finished stucco bands H.
'3 3
5/8" thck light textured
stucco of typical concrete
blocs construction
----------------- L.nn_.,.:...- 14-- C
JJITY, FBG ENERGY C00r ;v113ST
EMAIN ON ALL DOORS AND WINDOWS
RIGHT ELEVATION
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors.
Windows k Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model
Manufacturer
Glees
Attachment method
Es Sptratio
Date
Design Pressure
of Approved Tests
1,2,3
t4
FLU 11499.2
Single Hun
9 9
Series IB5
MI Windows
and doors
i x gpcorm q n . pq ra tion at me
ror eacq corner end Egos. tMreaal thrwgR 7 Buck into so(id
linrd CMU cell maint n sun 2.5' a dutarce m etnct adherence
to the product approval.
± 60 psf
A
16-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max. width
16'-0" max height
DAB
6 bar V ,,, 4 3/9' . ' ",�wU WLC Sis it.w i w e.
r�i s�� x 15 lull thread ias .�,... m ..rn a aaet s�semaa
a .r Li •da• dmtence - Gic to arnsq &&We w product approval
rKIG i/li.• K M r4
10-9-21
+ 50.0/-60.0 psf
B
FLU 14414.1
Fiberglass
Desn
Smooth Pro/
Jeld-Wen
Eleo 1/4' dia. tapcon with min 1.25' embedment at 3" max
(rpm corners and I1.5" o.c, max thereafter in head and samba.
+ 50.0 PSF
C
FLU 15332.2
Sliding Glass
Door
Series 420
MI Windows
and doors
i x cone u K en aeon at max.
ran esft corner end ig o.c. all dou�le row t�area ter through
PI Buck into solid filled CMU can maintaining min 2.5' edge distance
in strict adherence to the product approval,
± 48.2 PSF
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
E�p irstion
Date
Design Pressure
of Approved Testa
Mullions
FLU 15353.8
CM-18531
vertical mullion
MI Windows
and doors
For CMU use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) a10 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF
_
Roof
FLU 11651.12
5V Cnmp
Metal Roofing
Gulf
and
Coast Supply
manufacturing
woodascrews with self lseaa ng gwasher et 12 olc maxmood spacingnoverr 11 ASTM D
Itgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 0 end
laps fastened with corrosion resistant tin cape and with 1.26' ring shank nails
spaced G ox. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail cn roof plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12" vented
Vin I Soffit
y
Kagcan
Install using 2' x 2' battens at 6" o.c. screwed to soffit framing using
#8 x 3" wood screws at each truss. Install soffit to battens using
0.I i x 1.5'.lono rino shank nails with 3/8" dia. head.
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long SS screw head combo. with Neoprene washer at 12 1/2' o.c.
along the bottom and 13" o.c. at the top
± 45.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Rii )
SCALE: 1/4" = 1'-0"
2" x 4" top plate
__ OWORK
AIl.PRORfLCT10NS
. 1'IO ANY O�C 1Cgg1HAi
a
fiECii%IPfi �SARYIN�RBLEC" �=5.
�aY u .,�it� r,.4APP1l0
base -board
cONCEAl.EO FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OFRECORO
5/8" thick x 8"w cut
coral finished stucco bands
-0" = Finished Floor Finish Columns with
5/8" thick cut coral
finished stucco bands
1/2" drywall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at W' o.c.
2" x 4" P.T. bottom plate
12
SLOPE 4
\ Finish Columns with
5/8" thick cut coral
finished stucco bands
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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 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
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
SCANNED
BY
St Lucie County
CT i/7W;C?O N7Y VLDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWEDY
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
\ 4" concrete slab with fibermesh
OR
Vxb" #10/10 WWM on 6 mil Visqueen
over
clean compacted termite treated
fill
Interior Non -Searing Partition
nts
Braden it
Braden ,AI,Ae FA
Wynne
Building Corp.
Architects
- Planners
-
S.E. Coconut Avenue
The
Grand C i t
Tel el
(112) 281-8258
_
a r On
Fax
(1-12) 28�"1-8283
Spanish
Lakes
E-mail:
bradenaia comcast. net
fit.
Lucie
County Florida
Stuart. FL
3499E #AAC000032
fi
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 Plgwood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
SLOPE 4
thick x 8"w cut
coral finished stucco bands
-0'-4" A.F.F.
SCALE: 1/4" = 1'-0"
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: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate
Mean Roof Height: II'-O" Roof Pitch: 4:12
Internal Pressure C ilifrcient: ± O-I8
Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heavu
Width of Roof End Zone: V-4" Wind Speed: 145 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.12E ASO desiggn
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.61UL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof one: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.6/-84.0 paf
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf
Wall Zone: 5. +35.8/-41.8 Pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per
Shear Walls Considered For Structure? Yes
Continuous Load Path Provided? es
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 paf
FLOOR LiVE LOAD: -15- psf FLOOR DEAD LOAD: l0 per
JOB ADDRESS:
TO E17 PITCH
0 = Roof Zone I
Walla Zone 4
= Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
MODEL: Date Drawn Revisions Sheet Comm #
5-9-11
GARAGE Drawn by:
RIGHT C.C.U. 1, 12 - 2 7
Checked by:
D.R.B. OF 5
FLOOR FLAN
TYPICAL NOTES: SCALE 1/4" = I' -Oil
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.
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
shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix
6_ Drywall at ceilings shall be leveled and attached to bottom chord
of trusses With screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated_
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
II_ Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Bullding Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.(
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per F
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. R31( - see permit info box of code edition
I8. Gyypsum board material shall conform to ASTM C3L, C19, C415, C514, C630, C931
C`40, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Dr,wall
Thickness
V
Location
Orientation
Framing
Member
Max. spacing
of fasteners
µail sizing options for
installation of drywall into
Maximum
wood rraming members
Nails
Screws
Z x min. thickness
Ceding
Perpendicular
24"
1"
12^
13ga 1 3/8' long with 19/64" head
OR
0,098" diameter x 1 1/4" long
annular -ringed or Sd cooler nail
�2
OR
0,080" din. x 1 5/8" long with
IS/64" head
Walls
Either
16"
g"
I6"
Direction
OR
Gypsum board nail 0.08C dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8'011oong with 19/64" head
0,098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
OR
e
0,092' dia. x 1 1/8" long with
1/4" head
Walls
Either
16"
all16°
Direction
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/44" head.
q.,
RASH POST DETAIL
N.T.S.
36" high by 4" diameter
steel crash post. Floor
Flange with 4 - 3/8"
expansion bolts into
slab (3/8"t 50 ksl steel plate)
302.9.1
R302.9.2
I" x 6" P.T. Buck
block with case han
prior to door attacl
Install SGD thru buck into
block with 3/16,, tap -con with
1 1/2" penetration at 6" o.c. m x.
from each corner and 20." o.c. Imax
thereafter at head per product japproval
Use 3/16" tap -con with
1 1/2" penetration at 6" o.cl1 max.
from each corner and 20" 9.c. max
thereafter at sill per product apprc
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, 4136.l 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.
Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12
26 a. Sv crimp metal roofing attached to plywood deck using 49 x I.5"
(type 2)e30wilb felt u derlaymenter at installedl with min. 4ASTM 0
' side laps ra and V 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
dpeck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2' nails
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip ia S
Edge 6 Fascia /
2" x 6" Sub -Fascia
Kayean full o vent vingl soffit
using 1/8" dia shank x 1.5' long
roofing nails with 3/8" dia. hea,
product approval - see chart a
5/8" thick light textured
stucco on typical concrete
block construction
#I
12
#S bar vert. w/
30" overlap
at each filled cell
W ood
Base
Grade
III ,,IIII II �� II -
- III I I'f"
TYFICAL SECTiON
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
R-30 blown fiberglass
yin 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 ros. Substitute
precast lintel filled with concrete and (U #5
bar cunt. for bottom row over openings
1/2" drywall over 1" x furring
strl s a 16' o.c. with R4.1 Erroll
-insulation on typical 8" Block walls
All drgwall 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 Jonts shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
FIII cell with concrete and
(1) US bar vert. (typical)-
-Ma%. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x4" #10/10 WWM on 6 all Visqueen over
/ clean compacted termite treated fill
� IIII 1111=
T=
14" x 14" Concrete footing
with (2) #5 bars cont. and U5
t€pnsverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
%2"
to
Masonry Beam
/
Wade
Head
fixed door
sliding door
I v2"
Bottom Track
Sill
Sllding Door Detail
At Masonry Wall
NTS
AREA
CALCULATIONS
Living A/C
= 1+4
sq.
ft.
Front Porch
= AI
sq,
ft.
Rear Porch
= 200
Sq.
ft.
Garage
= 321
sq.
ft.
Total Under Roof= 2108
sq.
ft.
Total Cubic
Ft = 11,568
2" VTR
JIL
I
I
I
I
2(' VTR
JL
Masterr���
Bath
Lay.
2"
Lay.
4• 2" VTR
AL
3.
3" I
I
2"
Sher.
1
3• %
KiL. Sink I
Kitchen 2'
I
I
' I
I
Lay. r4
3"
W.C.
Bath #2 shwr.
3'
C.O. To Septic
RLUMBING RISER
1" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonry Wall
gpical Flooring
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 0 o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
Window
Schedule
lark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
-5%'x 5'-3%a"
54%d'x 63/4''
Single Hung
ZONE 4
2•
'-2'/e"x 5'-3 %'
15" x 63 %q"
Single Hung
ZONE 4
3
-2" x 3'-2 1/2"
21%2.'x 38Y
Single Hung
ZONE 4
4.
'-5%s"x 4'-2%8"
54%w"x 54Ya"
Single Hung
ZONE 4
ALL
and
ALL
ALL
All
with
Windows to be aluminum windows W/ tint
mullions per elevations.
windows to withstand pressures in permit info box on sheet I
windows in bathrooms to be tempered
rough opening dimensions to be verified by contractor
manufacturer s specs prior to construction
Door
Schedule
lark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
'-O" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
'-O" X 6'-8"
41'/4k 83�4"
Fiberglass Panel - Inswing
ZONE 4
C
'-O" X 6'-8"
-14" x 81 %2' ai ac.wtaa
Sliding Glass Door
ZONE 4
D
'-O" X C-8"
Solid Core -
Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2"
E
-6" X 6'-8"
Solid Core -
Wood - 6-Panel
F
'-O" X 6'-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
Ca
'-8" x C-8" x I %'
Solid Core Wood, Steel, or Masonite Door
H
'-8" X 6'-8"
Solid Core -
Wood - 6-Panel
J
'-6" X 6'-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
K
'-8" X C-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
a
V
EE OE (]q: I EE
iv
EGRESS
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert_ tied
Into lintels above
0
o
Covered Porch
12'- 8"
E
1
E b 0
©
E
MASTER
BEDROOM
W-o" to 9'-�" A.F.F. At
Cn
Vaulted Ceiling 8'-O" A.F.F.
h
Flat Cinge
LL�
CzR�AT
RG�OM
o
o I
I
N
Rod Shelf
E
Vanity to be
I
r 1 34 y2"high
I s m
H.B.
I
� u) I b- _I
L SET ' o
8'-0" to T-8" A.F.t�Z 2" x 6" knee -wall o
below counter top OL O M
Vaulted Ceiling I I rr r
DiNING
ROOM L - - - LINEN
I 6 F 8" Rod Shelf ABINET
H
a 2 x Co
O
E
Q
j Dw-7 Q
OWL
E
O
/�
Vanity to be I i �� ° BAT
w
34 %z"high 1 ✓0-03
I
~
v
High Wall
o I 3'-8" KIITCHEN "'
I _
Vent C
ryer
i,i J
throug
wall
- - 1
- - Cverfiang 8'-0" A.F.F. iv
° Flat Ceding -
0
H.
E 4'-I" 10'-S" -O" I
O Upper cabinets to
extend over Ref.
IV
v
in 1 1
2" filler"
�3ATH Qan e Ref. a
- c ` .- - -
4' -0"
v hem•
O Rod t Shelf d
-- - - -- ®
N ry H. Batta aulaUon
ko
O
I
A/
O
_ 4"e Steel Ballard
# 1
,`aef detail gn this sheet
N
O rc Attic Ac ess I Provide auto
with light I closer
E a Q L____-�
E
8'-O" A.F.F. I/-- 22"
co
W
U-vU
U c
Flat Ceiling
4" 150 mp
i
a
1r-6° 6-_0'� a Panel
Met er
~LLN
m� SECOND © m
aleO m
ry BEDROOM E ERGEN Y
GARAGE
_ GRESS
(DF11 11T LE)E 8'-4" A.F.F. O
E
E r E Flat Ceiling
O
ry
N
E � Q
E
EGRESS r---- ----1
I
O
If
IfEE
Block wall in
m � E co)- i garage to be I
-
struck block 1
O O I I
O
C V E R D I I
O
12" x 12" contraa column block filled
I
ith concrete and (2) #1 bars vert. teed R C I 4'-6"
Ln
into li tels above I
:a
C '-6" 6' 2" I
I � I
1 I
° E
O
N
o EE EO EE EO
2,_8„
2,-8„
31_S,,
5'-4"
15'-10"
Install windows thru buck into
block with 3/16" tap -con with
1 1/2" penetration at V o.c. max.
from each corner and 20." o.c. max
thereafter at jambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall ---\ / \ Buck to be I" x 4" PT
ALL Exterior doors to withstand pressures stated in permit info Varies
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 ouch opening dimensions to be verified by contractor Detail at Windows
with j manufacturer s specs prior to construction
Braden t Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (712) 287-8283
E-mail: bradenain5comcast.net
Stuart. FL 34994 #AAC000032-
1"x4" P.T. Buck nailed to
block with case hardened nails
trior to window attachment
NTS
Wgnne Building Corp.
The Grdrd Carlton
Spanish Lakes
St. Lucie County Florida
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER. AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
MODEL: Date Drawn
5-9-I1
GARAGE Drawn by:
RIGHT C.C.U.
Checked by:
D.R.B.
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
arias
#8 Wood screws thru Jamb into buck
at each hinge and 15" o.c. max and
Detail at Door prior to door attachment
Revisions :
NTS
Sheet Comm #
2_ 112-21
OF 5
2.
3
4
5
W
TRUCTURAL
NOTES:
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL
9.
BEARING CAPACITY_ IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10
ALLS BE MIN. 3000 PSI
L3000 COLUMNS,
L4,000
MIX AT 28LL
PSI GROUTND
OR DAYS
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR
12
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
13.
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
BUILDING CONSTRUCTION
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
is.
ATTENTION OF THE ARCHITECT.
16.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
M.
FOLAD/4710N FLAN
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 4i PSF
WIND VELOCITY = ER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A -IL, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES cHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND S ECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
MINIMUM CONCRETE PIOTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ALL STANDARD LUMBE R SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHER PINE, UNLESS NOTED OTHERWISE.
ALL LUMBER IN CONT CT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. ASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 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....
S. Contractor to provide filled cell with concrete and 1 #5 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 �'-O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
Shall have filled cells at 24" o.c. unless otherwise noted (see section)
(o. 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-30-1 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/
30" overlap -
at each filled cell
sue■
EE TYPICAL
IECTIONS
4" concrete slab with fibermesh OR
6"x4" #10/10 WWM on 10 mil Viaqueen over
clean compacted termite treated fill
_ 1111—
1L'Z';41,
w x 14"d eoneret# monolithic
footing with (2) #5 bars cont.
14"
TYPICAL FOOTING DETAIL
SCALE 1/2" = I'-V
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mill Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
a foundation plan
„ _�� (2) #5 bars cont. bottom steel
12"
ETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) Wl bars vert. tied
into lintels above
Top of footer
10 below finished flc
a
Verify house slab
height in field
P 30"
COLUMN_ FOOTING DETAIL
bGALtc 1/.2 = I -
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous
GRADE
001 _ — —
SCALE: 1/4" = 1'-0"
ermite Protection for New
onstruction.
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 treatmen
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
6"xL" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
45 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
G
wn.
SCALE I I/2" = I'-
°E TYPICAL
ECTIONS
4" concrete slab with fibermesh OR
Ox6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
14"w x 14 d concrete monolithic
footing wi h (2) #5 bars cont.
14"
ARAGE CURB DETAIL
1/2" = I'-
2" x 4" PT wood secured with \
3/8"dia, x 6" anchor bolt at Is', o.c.
overhead door tack secured to wood
jamb per manufa turer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED
IN PERMIT INFO BOX ON SHEET Ul. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAK3 AND MODEL.
NTS
u
d
Filled Cell Masonry Column With One
45 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
20'-0"
— r- —
° °
I
Filled cell under
I girder above i FI I
E
o
m
I 4" I
0
I Rear Patio/Slab
1 _to be poured separate L ,
[7/ from the house slab.
Iry IE
Er I
Thicken footingg to
I L
24"w x 14"d x 24'
a under filled cell FI I
I
O0 E � E N �� under girder bearing.
— — — — — J
Rear Patio/Slab to
-
° I be flush with bottom of
E
i sliding door recess. 1
- I Slope 1/2"
�v
n a!
00
Nu_
—i ' I
of I
FI I
E
32,
H.B.
4" concr to slab with fibermesh OR I
6"x6" 410/1 WWM on 6 mil Visqueen over
I clean co patted termite treated fill7 \Jim
FII
o
❑I
i�
�
o
1
�-
I
°�I
m �E
I
I
° °
FI
e.
I
O
EI
A/C
#I
I I H. ------ �- —�❑
4"(P Steel Ballard I
o
�I i 1 ®filled w/ Concrete F
1
tr
It
0
vm
�
CO
I -J I I vvt I
V) N
v a
I I I t� E
o W'fi 3
�E❑In
E
to
/ R5
r -
_
E�� o
I°
FI / 00 U
-
EL--_—_
_—_—_—_—J
E i ❑ E
° _ I 111
EE
o LL U:
LLI12
r
� I � I
I� v7 8 r 4 Et---- Recess for FS
--------- °° --- EE DO Garage Door 00 00
3 F
2 T 3'-5" 9'-O"
\12" x 12" concrete column block filled
with concrete and (2) 41 bars vert. tied
into lintels above
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
Q
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 U5 BAR CONTINUOUS
F5
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0"
Braden it Braden AIA, PA
Wynne Building Corp.
MODEL:
DategDr;wn
Revisions
Sheet
Comm #
Architects - Planners
411 S.E. Coconut Avenue
The G r d n d Car I t on
E
RIGHT
Drawn by:
12 - 2 7
Tel : (112) 281-8258
C.C.J.
Fax (112) 281-8283
Spanish Lakes
Checked by:
E-mail: bradenaia comcast.net
St. Lucie County Florida
OF OF 5
CI FI 'A4cI ttAAC000O32
ROOF SHEETING
ATTACH>IENT 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 bas d on pressure for roof stated
in permit info box on t ese plans for zone 3
Ke
Area
Ede
Field
Fastener
Pressure
Zone I
6
611
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
1L psf
Zone 3
4"
1
41
8d ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
,112.5 psf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Provide U5 bars with min. 48 bar
diameters overlap into beam. Tie
Filled cell steel Into continuous
beam block steel.
Provide Cast -Crete LL`
SUB-OB/OT precast - -
lintel set in mortar
Min. 8" Bearmg - LL
Provilide #5 bar set in pre -cast
lintel! into beam where length of
the obenina calls for it.
Provide PT Buck
attached per jamb
atails Into filled c
4" Pre -cast
Sill \
Filled Cell
Provide 95 bar& with min. 48 bar
diameters overlap in filled cell. Tie
filled cell steel into continuous
tooter steel,
SINGLE PLY REAR GIRDER TRUSS
—
Nail 2" x 4" blockipp to vert. leg of
truss with 10d x 1.5 nails at 4" o.c.
Verlfy with Plan
Concrete
r
12"x 12
Install Simpson MGT into wall using
-5/8' dia. threaded rod set min. 12"
Lintel
Column Block
into wet beam and (22) IOd nails into truss
Rebar
Re -bar 48 Bar
Din.
Min. Overlap
TRUSS
BLOCKING DETAIL
Column to
Lint&l Attachm&nt
AT GIRDER
STRAPPING
AT CENTER
BEARING POINT
NTS
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 8d nails. Substrate
to be 19/32 COX Plywood nailed at V o.c. in filled
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.1
26 ga. 5v crimp metal roofing attached to plywood deck using 9
wood screws with aelf sealing washer at 12" o.c. max spacing ova
(type 2) 30 lb felt underlagment installed with min. 4' side laps
laps fastened with corrosion resistant tin caps and with 1.25" rim
spaced (o.c. at all laps and two staggered rows 12" o.c. in IF
deck to trusses using attachment detail on this sheet
Additional Precast Lintel
#5 bare
Ie'
r ' r'' fit:.:.,: CLEAR
Lintel
Length
Bar
Length
Clear
Span
u n
A
Bars
u n
B
Bars
I'-6"
2 u3
none
2'-10"
2'-8"
i i i i i i
3'-L"
3'-4"
2'-2"
2,43
none
i`----' i`----e `----�
BF8-OBAT BFS-IBAT 8F8-I15/2T
4'-0"
3'-10"
2'-8"
2,43
none
Additional
4'-6"
4'-4"
3'-2'
2,43
none
_ #5 bars
i "':f;`
CLEAR
ne Row of "H"
'. Block Above
5' 4a
5' Z,i
4'-O"
21t3
none
4'-4"
2.44
none
Precast Lintel r 1
';i.
•.
r Additional - i
=• ,.; A ' •`
6'-6"
L'-4"
5'-4"
2,a4
none
i bars ' i
1'-6"
1'-O"
2,#5
none
8FIL-IB/IT 8FIL-IB/2T
8'-4"
1'-10"
T-O"
2,95
more
NOTES:
ALL reinforcing steel is grade LO.
I. min. coverage of steel=l.5"
2. min. bearing required 9 ea. end=8"
3. standard for reinr. steel=A5TM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
Above
"
Bottom
Steel
slze
Top
steel
5�
Max
Gravq
Load
(PLF)
Max
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2"
3'-6'
8F8-OBAT
I
95
3069
1569
1024
L31
7-6'
2'-8'
4'-0'
8F8-OB/IT
I
$5
2561
1563
'163
L45
4'-5'
V-10"
I 8F8-OB/IT
I
85
IIOS
909
339
L50
5'-o'
a-v
or8-OBAT
I
85
1238
835
T21
LLO
6'-8"
T-6'
81101
I
s5
1011
121
534
Leo
8'-0'
"ll
8138-I19/2T
I
#5
2
s5
i52
591
512
L90
111
10'-6"
BF8-8/2T
I
#5
2
#5
L43
530
401
L90B
9'-O'
10'-6"
8FIL-IB/2T
ONE
1
#5
=
s5
1533
1183
401
LI00
10'-0"
II'-q"
BFe-IB/2T
1
#5
2
s5
582
1 494
452
LIOOB
10'-0"
II'-4'
8FIL-IB/2T
ONE
1
#5
2
s5
1366
1028
452
LI20
12'-0'
iv-4"
BF8-8/2'r
I
#5
2
s5
411
428
324
L120B
12'-O"
13'-4'
8FIL-I13/2T
ONE
1
#5
2
s5
1015
110
324
LI40
14'-0"
15'-4"
8FIL-I115/2T
ONE
1
#5
2
s5
1250
L09
259
L160 IL'-0" IT-4" 811128-8/2T I s5 2 SS 300 192 194
LIOOB IL'-O" IT-4" 8FIL-IB/2T ONE I s5 2 s5 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'-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
18101bs. uplift
Aluminum Drip
Edge t Fascia
12"
2" x L" Sub-Fascl
Kagcan full o vent vinyl soffit installed
urr�g 1/8' die shank x 15" long gals.
roiling nails With 3/8' dia. head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vent. tred---
into lintels above
thicken edge to 8"x8"
with concrete and
one #5 bar continuous
BEYOND
Top of footer
IL" below Finished floor
ta
Aluminum Drip
Edge f Fascia
M D
end
nails Flash and Counter
ttach flash
Nail ledger to
gable end truss
with (2) IOd I
at each web
4
1/2' thelt stucco on 3/8' hi —rib lath
attached to horizontal and vertical woad
'\ framing with ni or staples provide
framing
1-3 less then r penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
tt5 bar vent. w/
30" overlap
at each Filled cell
Rear Patio/Slab to
be Flush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan '*
Poured Ca
concrete b
Poured Concrea
concrete block u
Concrete /
Manufacture
chore Per
Specs
lax.
Flush Mounted Shutter Detail
Aluminum Panel
Srzes per manufacturer
— See Typical Stud Detail
1/8' x 3/32" Wing Nut w/
appropriate washer and spacing
per manufaL
'
3
0
JJII�
Stud Detail
Stud w/ Die Cast Zinc Ni
Nickel Plated Wing Nut
14.
ntS
Brace Gable end
with 2" x 4" SYP 42
8ft back nailed to bottom
Of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
61 24"o_c. TYPICAL
( shop drawings bg 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 cant. in each row. Substitute
precast lintel Filled with concrete and (U 45
bar cont. for bottom row over openings
1/2" drywall over I" x furring
strips at IL" o.c. with R4.1 fi-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. only proportioned er FBC R601.1
and Mortar joints shall conply with FBC <�L01.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
(V
W
c
F
u
Simpson
HETA 20
Strap
truss to wall usingg Simpson
MGT with
hurricane anchor at each truss
5/8" dia.
threaded rod wlth min 12"
embedment
( 24" o.c.)
SU Ortin Max.nto
PP 9 BX.
(22)
beam either wet set or in
IOd nails into truss_ Add
epoxy with
blocking to
1810
Ibs, uplift ETA 20
truss leg per detail on
this sheet
Old
Nil
Gulf Coast SuDDlu and MPG S,ol
Crimp Metal roofinci FL Ullf5l.12
wc'70cf i5-crews with selfusealing w.-.sher
at 12" o.c. max 5�acmg over ASTM D
ialig,%2 30 lb Felt underiagmaLit
installed with min. L4 side laps and C' end
tamed with corrosion revatant
tin caps and with 1.259 �nci shank nails
with light
i
FIII cell with concrete and R O O F F
(U tt5 bar vent. (typicaU. f4
(IiETA 20
a)
to
� X
L
N �
v.J 4.3
L�
a�
O N aj
L
n,
O
vOD
�C4
Brace Gable end
4" SYP #2 min.
nailed to bottom
rds using (2) IOd
ails at each truss
9
FILE Cry tl
g anall not exceed
48" unless notherwise notedWood
Base
seefoingundationAlas notes for
- OVERHANGS
AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
/
spa
4" concrete slab with fibermesh OR
- ROOF PITCH
AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
/
VxC' #10/10 WWM on L mil Visqueen over
- TRUSS SHOP
DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
�4
HVIIINPNFEIIII! I I I III- i1 I I 1-i
IIILIIIIi,,.1111-1111
TL�alcal Section at Front Forch
Scale
: 1/2" = 1'-0"
Braden It
Braden AI A, PA
Architects
— Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenataOcomcast.net
Stuart_ FL
34996 UAAC000032
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
W(gnne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm u
1
GARAGE Drawn
The Grand Carlton RIGHT Drawn by: c.c.u. 04, 12-27
Spanish Lakes Checked bg:
St. Lucie County Florida D R S. OF 5
PANEL
"A"
circ# Description wire Load BR Poles
Poles
BR
Load
Wire
Description
mire#
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#Io
3.5 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
G
Ran a
#G
12.0 kw
50
2
1
e
I
20
1.8 kw
tt12
Pump
9
10
Drf4er
#10
5.0 kw
30
2
II
12
1
20
1.5 kw
#12
13
14
Dishwasher
012
1.2 kw
20
I
1
20
1.5 kw
#12
Microwave
15
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
11
is
Recepts
912
20
1
I
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
I
20
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recapts
#12
20
1
1
20
1.4 kw
#12
25
24
Recepts
all
20
1
I
20
1.92 kw
#12
21
28
Recepts
#12
20
1
1
20
#12
General Lighting
29
30
Recepts
#12
20
1
1
20
#12
General Lighting
31
32
Recepts
#12
20
1
1
20
#12
General Lighting
33
34
Exterior GFCI
012
20
I
I
20
#12
General Lighting
35
36
Bathroom GFI
012
20
1
I
20
#12
smoke Detectors
31
38
General Lighting
#12
20
1
I
20
#12
Bathroom GFI
39
40
General Lighting
#12
20
1
spare
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description Qt . Watts Total(Watts)
General. Lighting ,(3. watts. sq. ft.) . . . ...... . .... .....
Small Appliance_ Circult(s). .......I .......... .........
Range .. ..................................................
.Refrigerator ............................ I ......... I ............
Microwave
Dish Washer
................
Clothes..Washer..............................................
Clothes, .Dryer ...................................... .........
Water Heater
Water. Pump ..................................................
Garage _ Poor Opener ..... . ..................... . . . . . .. .
1135
3
5,205
2
1,500
3,000
1
12.000
12,000
1
1,200
1,200
1
1,500
1.500
1
1,200
1,200
1
1200
1,200
I
6,000
5.000
1
4.500
4,500
11,800
1,800
1
810
810
Total Watts
31,415
First 10000 Watts 9100%
1
10.000
10,000
Remainder 21,415 11140%
1
0
10,96L
Electric Heat or A/C 10,000 965%
1
10.000
10,000
Calculated Load Watts 30,944
Volta e 240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
lectrlcal S mbol Legend 1
S
Single Pole Switch
®
Recessed Can Light
S3
Double Pole Switch
®
Eueball Recessed
L
Fe
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
0-
Wall Mounted Light
=E)
Waterproof ground fault circuit
PC I
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
Fc-m-1
Carbon Monoxide Detector
Flood Light
Electrical Panel
Electrical Meter
Ceiling fan
A/C Disconnect
Q
Thermostat
m
©
Central Vac
g
®
Smoke Detector
QQ
v�}w
©
Television Jack
Telephone Jack
q pSC
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
\ SPKR
Speaker Hook -Up
Intercom
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes:
I. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFI protected.
L. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1G02
10. A/C Refri erant lines that are run thru slabs must be
sleeved in A'VC
11. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed by a licensed electrical
contractor, the completed system shall be full operative.
13. Contractor shall pag for all fees, permits, tes�ing, and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liabilitg and property damage for the
duration of the work.
16. Contractor shall guarantee all materials and workman hip
free of defects for a period of not less than two gears from
the date of acceptance or certificate of occupancy, or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of arIg
other phase of installation that mag have been damaged.
H.B.
Vent _thru___
SOfflt
PATIO/SLAB
Center R
149 CFM on ce
IOxlOxl
i�
DININ
ROO
I
Grt 11AT
RgOM
I
I
I
ng fan 149 CFM
ng fan Oxloxl
I
- -
- 8 x4
I
f��I'�A I
AT
j
5"
20xQ0
i
I
I
T
IG" I
f
232 CFM
1
j11
12x6x1
I
L 141
_
SECOND
%
BEDRO
M
12xl2x8
B/A
I
1211
M
10 CFM
IOxIOY4
MASTER
BEDROOM
163 CFM
IOxlOx6
B/A
i�� ------ ----- a�
12 B/A
0
r.4
LOSET
8 CF
--ru 3r--1--
Lu22'
41H-
x 54'
Attic Accesa
with light
COVERED
PORCH
M F. C �--1 /4 N I C /4 L /4YOU7
I-7. It is not the intent of these plans to show a
erg minor detail
of construction. The contractor shall furnish an
install
all items for a complete electrical system and
rovide all
the requirements necessary for the equipment
o be placed in
proper working order.
18. All work shall be done in accordance with the
N.E.C. and
shall comply with all local codes and ordinances
and shall
meet all standard requirements of the local electric
utility
and telephone company.
19. The electrical system shall be completelg and
effectivelg
grounded as required by the latest edition of
the N.E.C.
20. All material shall be new and shall bear unde
writers'
labels where applicable.
21. All equipment and panel sizes shall be verifiec
before
ordering. The contractor shall provide circuit routings
to
suit the Job conditions.
22. Furnish and install all fixtures as called for o
the plans
or as selected bg others.
23. All raceways and pipes placed in or through
ang concrete
slab shall be spaced a minimum of three dlame�.ers
of the
largest conduit or pipe from any other service.
24. All exposed wire below 9'-1" shall be installed
in metal EMT
conduit.
25. Drger Vents to be installed per FBC RMI
02
dr
--- Vent -thru
Soffit
150 Amp
Panel d Meter
GARAGE
r----------------- 1
I
I I
I I
I I
I 1
I I
I I
I I
I I
I I
I
I I
A/C disc.
ISO
#2/0 Aluminum feed AMP
I '/2' Conduit PANEL
M TE
AHU
2' PVC ( FPL
2" rigid service FPL Sa05tteontPPe�ariin slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
Braden it Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (712) 281-8283
E-mail: bradenaia8comcast.net
Stuart. FL 34994 UAAC000032
21-
Exhaust Duct
Thru Soffit -
Wire For
.
Front Post
Light
PATIO/SLAB
ELECTF,:)IC/4L PL,4N
6'-3"
MM
Post Light with
I Photo cell
W6nne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Install oulet
under disc.
t shown for
clarity
SCALE: 1/4" = I`011
Attic Venting Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio I/ISO = 14.16 sq. ft. required
Provide A Continuous Vented Soffit
MODEL: Date Drawn : Revisions Sheet Comm #
5-9-I1
GARAGE Drawn by:
RIGHT C u ; - 1 12-21
Checked bg:
D- R.B. OF 5