HomeMy WebLinkAboutBUILDING PLANGulf Coast Suppill and MFG 5v Crimp Metal roofin5 FIL #11451.12
24 ga. By crimp metal roofing attached to plgwood eck using #9 x I.S"
wood screws with self sealing washer at 12" G.G. max spacing over A5TM D
(tgpe 2) 30 lb Felt underlagment installed with min. 4' side laps and 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
2�ced laps and two staggered , rows 12" ox, in field. Attach
,. # - + .... �� .#+.A%...t A.Ooil -� +1... k..+
12
.:G.H.'
.H.
A
5/8" thick light textured
stucco on tgpical concrete
b 10 ck construction
- - - - - - --- - - --- - ---- Z_ - - - - - - - - A=
- T-0;AD -
TMPITMA TMA Z;b TAM TAD Z6 Z6 Z� - - - - - - - - - L__ ;Z_ Z ;0- �* ;0
0'
__ __ __ __ ;6
;;�
:IIiniA
Finish Columns with
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATION
5/8" thick x 8% cut
coral finished stucco bands
SCALE. 1/4" = 1'-0"
-0" = Finished Floof
ELEVATION NOTES:
Gulf Coast SuI and MFG 5v Crimp Metal roofing FL 411651.12
26 �a. 5v crimp metal roofing attached to pigwood deck using #9 x 1.50
woo screws ujith self sealing washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 111 felt underlagment installed with min. 4" side laps and 4" end
laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 4" o.c. at all laps and two staggered . rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
�' W WII�� �Wv �W'"' zP6u(_(_v vri 6�IPIL.U[ 61WTI�.11=61=
finished stucco bands block construction
REAR ELEVATION
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise rioted
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #111.51.12 - Ang changes to this plan shall be submitted to the architect
24 ga. Sy 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 f or approval in writ�ng prior to starting construction.
(tgpe 2) 30 lb felt underlagment installed with min. 4" side laps and iI end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - Return ALL Stucco Bands into Window or Door.
raced Cro.c. at all laps and two staggered , rows 12" Q.c. in field. Attach
eck to t usses using attachment detail on this sheet
12
12 4 1 SLOPE
4 [SLOPE__�'�,
IR
SCALE: 1/4* - 1'-0"
Gulf Coast SuppIg and MFG Sy Crimp Metal roofing Fl- #11451,12
24 Ia. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5"
w:J screws with self sealing washer at 12" o.q. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min- 1' side laps and 4' end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
raced 4" o.c. at all laps and two staggered . rows 12' o�c� in field. Attach
ck I
a to trusses using attachment detai on this sheet
/all thick x 8"w cut
�ral finished stucco bands
L;lf
St Lucie Counh
jb�� I Q
ST. LUCIE COUNTY AML ING DIVISION
REVIEWED F6R COM LI NCE
REVI : E %FDA
ERMI T BE KEPT ON JOB
SITE OR No INSP CT N(S) WILL BE MADE
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plgwood nailed at 6" o.c.
in field and edges with [Od ring shank galvanized
nails into trurs webbing.
12"
.0. . H .
OL 8'-1" T.O.B. 12
12
5/8" thick X 8"w cut
0. 6/8" thick x 8"w cut
jow coral finished stucco ands coral finished stucco bands
5/8" thick x 8"w cut
coral finished stucco bands
5/8" thick light textured
stucco on tgpical concrete
block construction d Ir Ir
-0" Pi ished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Finish Columns with
IV -0'-4m A.P.P. 5/8" thick light textured
stucco on tgpical concrete 5/8" thick cut coral
block construction finished stucco bands
LEFT ELEVATION FRONT ELEVATION
SCALE: 1/4' se 1'-0' SCALE: 1/4" 1'-0'
Product Approval Submittal Affidavit
Opening Schedule Owing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
IEST tion
;x&r
Design Pressure
of Approved Tests
1.2,3
t-4
FLU 11499.2
Single Hung
Series 185
Mi
a nPridows
doors
2' in
act" r
filled CPU "I;Zterung min 2.6- @dge d=0rCd in strict W"pence
I,=
to the product approval.
to t,
+ 60 psf
A
In-1108.30)
Overhead
Garage Door
Model 824/811
max. %idth
max eight
DAB
NJ 11�.Vl- T1 Bodk to CI*%* Most =4 Mae I
a wift Va, X 4' HAI HLC $Wvo at 9,
am.
milm 011TV in 2 br at to t
min
.. orl"I . . . . . . . . . . . . . . V " to Pr t t
10-9-21
+ 50.0/-40�O psf
FLU 16614.1
Fiberglass
Design Pro/
Smooth Pro
Jeld-We n
Elco 1/4' dia. tallicom with min 1.25' embedment at 3" max
_l'o
F
from carriers and 11Z' o.c. in" thereafter in head and jamb&.
from
+ 50.0 PSF
-
C
FLU 15332.2
Sliding Glass
Door
Series 420
Ml Ylindows
an oors
x are In at 4* max
?I/m,"fac earn r 111 0.4. 1/4. it's at
PT 1I 111to%id fiilo&CMUalw(aIIZLm%vl@mltraianwimotg*mtrma2tS@rlc&;Qdhistance
in strict adherence to a product approval.
+ 48.2 P5F
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
E iration
Nac
Design Pressure
of Approved Tests
Mullions
FLU 15353.8
vertical mullion
Mi window
and doors
For CKU (2) 114' x 2 3/4' to min 1 1/4' embedment
etration into each Kull Clip. Attcc*bn8isal1`tt, clip using 60 #10 x 1.25'
pmelmf tapping screws per clip as shown in product approval.
+ 118.9 FSP
Roof
FLU 11451.12
PlVe t a C, W,', f i n
Gulf Coast Supplq
and manufacturing
2
w!ja. Sy crimp metal roofing attached to plgwood deck using $9 x 1.5'
actimim with self sealing washer at 12' o.c. max spacing over ASTM D
Itilice 2) 30 lb felt underialiment installed with min. 4* side laps and A" end
laps fastened with corrosion resistant tin ca a and with 1.25" ring shank nails
socod 4' &c. at all late and two staggerel rows 12' o.c� in Field. Attach
,:it to trusses using a tachniont detail on rod plan
108.5 PSF
Siding
Stucco an Block
Soffit
FLU 12198.3
Model T4 12" vented
Virgl Soffit
Kagean
Install using 2' x 2' battens at 4" o.c. screwed to soffit framing using
#8 X 3'.'xo� mais ratavach truss. Install soffit -a to battens using
0,12' da I I a in shank nails with S/8' d head,
+55.0/-35.0 FsF
HuxTicane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Fir ection
Ell C
Produc- 0
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 Record
2" x 4" top platel 11 1/2" drgwall ceiling on truss bottom cord
1/2" drgwall on
2" x -4' studs at 16" o.c.
base -board ---\ 11 11 , 2" x -4" P.T. bottom plate
4" concrete slab with fbarmesh OR
CxC' #10/10 I1WM on 6 mil Vi
a rlueen over
clean compacted termite F fill
Interior Non -Bearing Fdrtition
n
Braden it
Braden AIA, PA
Architects
- Planners
-411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
(112) 281-8283
E-mail.
bradenaia9comcast.net
WQnne Building C rp.
The Grdrd C
Spanish Lakes
St. Lucie Countg Florida
ALL CONTRACTOR WARRANTIES 13EGIN WHEN THE CLOSINC
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION
(FORM 100)
Florida Building Code Residential- 6th Edition and
ASCE 1-10 for Wind Loading
Building Design ist- Enclosed Risk Categorg:
Mean
11 Wind
Velocitil. 145 mph ultimate
Roof Height: lI'-q" Roof Pitch: 4:12
Internal Pressure Coefficlent: ±018
Subjectabilitg to damage from. Weathering: Negligible
Termitea.Veru Heavu
Width of Roof End Zone: 3'-4' Wind Speed: 165 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height. 1.21 x 0.6
= 0.12L ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL;
DL+O.LWL; 0.60L+O.AWL
Components t Cladding Wind Pressure (NET) Roof
Zone: 1. +20.4/-32.L pef
Roof
Zone: 2. +20.t /-51.0 psf
Roof
Zone: 3. +20.6/-84.0 pal"
Components t Cladding Wall End Zone Width: 3'-4'
Components t Cladding Wind Pressure (NET) Wall Zone. J.+35.8/-381 pal
Wall Zone: S.+35.8/-41.8 psf
Components 4. Cladding Wind Pressure (NET) on Garage Door: +32.0/-,40.3 oaf
Shear Walls Considered for Structure? yes
Continuous Load Path Provided?y1I
Are Components an Cladding DeIis Provided?Yes
Minimum Soil Bearing Pressure: 2,500 pal, Presumptive: X 5V Test:_pai
This Building Shall Have the Following:
APPROVED SHUTTERS; X IMPACT GLASS: -BOTH:- NEITHER:
ROOF LIVE LOAD: 31 plif ROOF DEAD LOAD: 10 pal
FLOOR LIVE LOAD:-15- b8f FLOOR DEAD LOAD:_L0__ bat
no Roof Zone I
Walls Zone 4
No Roof Zone 2
Walls Zone 5
ENDZONE
;Corner Zones
od Zone 3
JOB ADDRESS:
Date Drawn Revisions Sheet Comm
3-2-1-18
GARAGE Drawn b4:
dr1ton LEFT C' C. U. 12-2
Checked bg:
ID. R. B. OF 5
FLOOR PLAN
CRASH POST DETAIL
TYPICAL NOTES- SCALE 114 1
N. T. S.
1. Contractor to verifq ALL notes and dimensions prior to
34" high bg 4" diameter
steel crash st. Floor
�0_
proceeding with work.
Flange with 3/81,
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
ernsion bolts into
sla (3/8"t So ksI steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,600 PSI concrete.
�2"
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
0
4. Drgwall at ceilings Shall be leveled and attached to bottom chord
of trusses with screws per FBC R-102.3.5.
2
0 0
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.
tomi
11. Contractor to Provide a 2'-8" wide door at one bathroom for
12�1- 2�2-1
handicap accessibilitg requirements.
�V_
12. Lowest finished floor to be set bg Governing Building Department
survegor to set in field.
13. Separation between residence and garage shall be per FBC R302.4
1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11. All exposed atttc insulation materials installed on attic floors shall have a critical radiant Masonrg Beam
f lux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I" x 6" F.T. Buck nailed to
block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall complq
prior to door attachm
Z
with F.B.C. R31� - see permit info box of code edition
11h
18. G sum board material shall conform to ASTM C36, C19, C415, C514, CL30, C931
CIZO, C1002, C101-1,C1111, C1118, C1218, C1395, or C1394 and shall be installed
according to the following: (FBC R102.3.5)
orgyall
Thickness
Location
Orientation
Framing
M ember
Max. spacing
of fasteners
Nail saing options For
installation 6t drowall into
Spacing
maximum
wood framing members
Fs 'cr wis
Nails
a
2" x min. thickness
Calling
Perpendicular
241,
T,
13ga 1 3/8" long with 19/64 head
OR
0.098" diameter x 1 1/4' 1
annular -ringed or 5d cooler nai
OR
0.080" dia. x 1 5/8" long with
a
Either
161,
8H
Direction
ISILlf" head
OR
Gipsum board mail 0.084' dia.
x 5/8" wl�h 9/32' head.
Ceiling
Perpendicular
24"
-71,
12"
13ga 1 5/8" lore with 19/64' head
OR
0.098" diameter x 1 3/8" 1 orlp
annular -ringed or 4d cooler mai
OR
W alls
Either
141,
8.
0.092" dia. x 1 1/8" long with
Direction
114" head
OR
Glpsum board mail 0.0915' de.
x 1/8" with 19/440 head.
Install SGD thru buck into
block with 31IL" tap -con with
1 1/2" penetration at 6" o.c. max.
ach
f rom & corner and 20." o.c. max
thereafter at head per product approval
1/2" penetration at &I' o.c. max.
Use 3/16" tap -con with
1
air
from a h corner and 20" o.c. max
thereafter at sill per product apprc
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat �gpsum backers in accordance with ASTM
C1288, C1325. OR CII18 and installe 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 aCCOMP411`14ing smoke
developed index not to exceed -450 when tested in accordance witli ASTM E 8-4.
Insulation shall complg with F.B.C. R311..
Grade
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL WIL51.12
24 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 ASTK D
(t9pe 2) 30 lb felt underiagment Installed with min. 4" side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls
?aced Vro.c. at all laps and two sta gered. rows 12" o.c. in field. Attach
ack etaq
to t usses using attachment d I on this sheet
Simpson HETA 20 or equal
I urricame anlor at each truse
Ith (10) 0 x 1/2" mails
w ( 24' o.c.) a ting Max.
18101bo. "Upprift
12
PRE-ENGINEERED TRUSSES
at" 24"o.c, TYPICAL
(shop drawings bg manufacturer)
F rp
Aluminum D
Edge * ;ascia
V 111��i
X
R -30 blown Fibviass
in bottom ch rd trusses
0
N�_�_and
-1/2' dr9wall with smooth finish
2" x 4" 5ub-Fascia
Kalican full o vent vinill fit installed ....
iturp 1/8' cha shank x .5" long galv.
,o ng made with 3/8' dia. head per
pr:�uct approval - see chart sheet #1
Two rows of beam block filled with concrete
(1) #5 bar cont. in each row. Substitute
recast lintel filled with concrete and (1) #5
�ar cont. for bottom row over openings
1/2" druwall over I' x furrin
Strips at It" o.c. with R4.1 Fi-foil
518" thick light textured
stucco on tupical concrete
block construction
-insulation on tUpical 8" Block walls
All drUwall to be installed per FBC R-102.3.1
and shall meet gill pertaining ASTM codes.
Mortar to be -rope limit oni pr ortioned per FBC R401.1
and Mortar jonts shall co h wilit FBC R401.2.1.
a
Provide Our-O-Rock atimpl wet areas (ex. Showers, tubs etc ...
T
bo
#5 bar vart. wl
30' overlap
at each filled
Wood
Base
Fill cell with concrete and
45 bar vart. ftilipical).
Max. spacing shall not exceed
48' unless otherwise noted
see foundation plan notes for
spacing at openirigr
4" concrete slab with fibermeah OR
6#x6N #10/10 WWM on I Ind Visqueen over
clean compacted termite treated fill
7
, N I I 1_1
... ....
11 IN I IN I I F
.... ...
T T 141, x 14" Concfate footing
with (2) #5 barill cont. and 95
transverse bar* at 48" o.c.
T'rFICAL SECTION_-- - -
Scale : 1/2" = 1'-0"
Head
fixed door
sliding door
I 1/2-T
AREA
Living A/C
Front Porch
Rear Porch
Garage
CALCULATIONS
= 14,44
= 1041
= 200
= 321
sq. ft.
sq. f t.
sq. f t,
sq. f t.
Total Under Roof= 210 8
sq, f t.
Total Cubic Ft = 11,5�8
24 VTR
2P VTR
IIII,
Master
Bath I
1 2'
Lay. I
2'
Lay.
4. 1 20 VTR
w.c'
2'
SIW.
Kit. Sink
Kitchen 2'
k
W.C..
Bath #2 Shor.
3.
C.O.. 0 Septic
PLUMBING RISER
I' x 4" P.T. Buck mailed to
block with case hardened nails
prior to door attachment
Masonrg Wall
Bottom Track `-Tgpical Flooring
Bill Install SGD thru buck into
on withz�
block with 3/16" tap-c
1 1/2" penetration at L" o.c. max.
ac
Sliding Door Detdil From a h corner and 20.' o.c. max
NTS thereafter at jambs per product approvaIjaMb
At Masonrg Wall
Window
Schedule
Mark
Size
Rough Ooen.
Window Description
PRESSURE ZONE
1.
4'-5 �a" x 5'-3 �a"
54ke"x 43�q"
Single Hung
ZONE 4
2.
6'-2YB"x 5'-3'/o"
-15" x 1.3 Vill
Single Hung
ZONE 4
3.
12'-2" x V-2 1/2'
1 21�i"x 38Y
Single Hung
ZONE 4
4.
14'-Sk."x 4'-2�&"
I 54Y."x 5,4V'
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows wl tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet I
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified bg contractor
,with
manufacturers specs prior to construction
0or Schedule
ID
Mark
size
Rough OpeninL
Door [Description
PRESSURE ZONE
A
91-OM X 14-000
108" x 8.4,
Overhead Garage Door
ZONE 4
B
31-0 of X It-s"
41 f"x 83
Fiberglass Panel - Inswing
ZONE 4
C
41-04 X 41-811
14" x 81 �2"
Sliding Glass Door
ZONE 4
0
2 -Oil X 61-8011
Solid Core - Wood
- to -Panel -Bi-Fold
Finished 24" x 81'/2"
E
7-it" X C-S"
Solid Core - Wood
- L-Pariell
P
51-On X 61-81,
Solid Core - Wood
- 4-Panal - Bi-Fold
G
2'-B' x il x 1 %0'
Solid Core Wood, Steel, or Masonite Door
H
7-191" X -ail
el
Solid Core Wood
4-Panal
J
2'-V X C-S"
Solid Core Wood
4-Panel Bi-Fold
K
21-19111 X 61-8111
Solid Core Wood
6-Panel Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
!twith manufacturer S specs prior to construction
ZVI
C141
b
b
12"
PATIO/SLAB
109 1 IBM
W T EGRESS N
MASTER
BEDROOM
8'-0" A.F.F.
A
Flat Ceiling
b
-1
Gr
ir
A/C
Me -ter
Rod t half
4-
I
t9 to ]I&
i "
CLOSE71
I IX
Rod Ill. shelf
!IATH
N
0
< 0
<ITCHE
J*8'-o" A.F.F.
'4V Flat Ceilin 9
101-51,
4'-0
p er-Eabinats -to
ext nd over Ref.
R
le
12' x 12" Concrete column
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
1
�AB'-O" to.9'-Bn A.F.F.
J_/ Vaulteld Ceiling
GR AT
RO M
x 6" knee -wall to T-19" A.F.F.
)w counter top 4V Vaulted Ceiling
DINING
ROOM
3r.,
o 0
x
Vanitli to be
34,V2 high
>
(4
9
(41") 4
H,.�A -0
High Wali -
31-8"
CD
4'- 1
-
R-11 �W. H.. cl
rJ;0 5 a lard
dr Iblit-sho
tali Bal
T 22" x 548
Attic A -con I
Provide auto nth lightt LJ
'0 'J
J,H*
>
a
1554'
c
2uc�l con
light J
closer
L ----- J
22"
E
. 41, 4�0'
150 Amp 14
41-01, ill-
P net
11
GARAGE
4
Jlil A.F.F.
Flat Ceiling
r ----------------- i
Block wall in
garair to be
struc blo k
c
I
A
_
ZlmP!
kill
001�UEIOLO
'-0"
BATH
Rod I Shelf
�'i&B'-O" A.F.F.
4V Flat Ceiling
SECOND
BEDROOM"
10-
EGRESS
in
C"I
in
Ln
Q
- COVIERED
olumn block filled
12" x 2" concrete
FIORC14 With com rate and (2) 1 bars vert- tied
into lintals bove
6' -2" �s
3'_5" 91-01, a,_511 X-S'l
5`4"
34'-0"
Install windows thru buck into
block with 31IL" tap-com with
1 1/2" penetration at 6" oc. 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' P7
3`4"
Exterior face
_411
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x 4" PT Buck
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
with case hardened mails ON ALL JAMB, HEADER. AND
rior to window attachment BILL BLOCK PRIOR TO BUCK
Detdll dt Windows P Detail at Door
INSTALLATION
NTS
Braden it Braden AIA, FA
Wgnre Budd.ing Corp.
Date Drawn
Revisions
Architects - Planners
411 S.E. Coconut Avenue
B
The Grdrid CdrItOr
GARAGE
LEFT
3-21-18
Drawn bq:
0
Tel : (112) :281-8258
C.C.U.
Spanish Lakes
St. Lucie Countg Florida
Fax : (112) 281-8283
E-mail: braderaiascomcast. net
r-I OAAQqt ttAAf�nnnnIA13
Checked bg:
ID. R. E3.
J,
OD
48 Wood &crown thru jamb imto buck
at each hinge amd 15' o.c. max and
prior to door attachment
NTS
Sheet
2,
OF 5
Comm #
12-2�
r
A
NOTES:
Aix
-STRUCTURAL
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
QP'rIQXI A 1 101-01,
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
PATIO/SLA5
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
ZL F
PROPER ENGINEERING DATA FOR DESIGN.
10 CD1 I I Z.)
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9.
MIN. FBI
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = .41 PSF
r
— — — — — — t
z
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE 3000
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
BE 3000 PSI OR -4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
Pilled call under
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO
E I
13 er above
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16. t
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK Wl 6X4 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL.
Rear Patio/Slab r-
F _J to be poured separate
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL fl.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
from the house slab.
M
(MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
C-4
"/
1___�
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
171
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
Thicken footing to
24"w x M'd x 24"L
4�_
-
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
-18
under filled cell
1EI
v
BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
- I
under girder bearing.
oel Is IF)FJ I ol I I I I E)
— — — — — — — — — — — - I,
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
01
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
-0 vim
- I
Re ar Patio/Sl ib/to
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
. U 0 r.
-
be flush with bottom of
PROCTOR VALUE. 13.
LAP ALL REINFORCING STEEL A MINIMUM oF -48 BAR DIAMETERS.
OD zL-a U
4L
I
sliding door recess.
Slope 1/2"
i-
I
F.
4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14,
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 11.00 PSI
I
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT. IS.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
FBI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE.
GARAG;= FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATION FLAN
IPO
I concrete slab with fibernesh OR E
1. Any changes to plans must be submitted to the architect SCALE: 114" 1'-0"
H.B.
for approval before proceeding with construction.
2. Contractor be for Verification Of all
Termite Protection for New
1"x(o" 410/10 WWM on 4 mil Vsqueen over
shall responsible
clean compacted termite treated fill
notation and dimensions before starting construction.
Construction.
3. Soil conditions assumed to be 2500 pif. Should any other conditions be
encountered, the architect shall be notified in writing for revision
Soil treatment used for subterranean termite prevention
&4
inside the foundation perimeter shall be done after all
-4. Verify all recess thickness at showers, tile, etC....
1 45 bar
excavation, backfilling and compaction is complete.
-48"
S. Contractor to provide filled cell with concrete and
Vert. at If soil area is disturbed after initial chemical soil treatment
O.C. max. Provide (1) filled cell on each side of openings up to
5`11" wide. area shall be re -treated with a chemical soil treatment
G1
Provide (2) filled cells on each side of openings from �'-O"
including spaces boxed or framed.
to 9'-11"
H
b
and Provide (3) filled cells on each side of openings from 10'-0"
and up Treatment must be in accordance with the rules and laws
Contractor to see plans for any other condition used. Foundation
walls established bq the Florida Department of Agriculture and
shall have filled cells at 2-4" O.c. unless otherwise noted (see
section) consumer services.
L Contractor to provide for Form Board Survey - Form Board
Survey Protective sleeves around metallic pipint penetrating
to be provided to Truss Company prior to truss construction
concrete slab on grade floors shall not e of cellulose
1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of
termicide annular between and
4'-0"
in space sleeve pipe.
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing be X, meeting ASTM A-1� and
J
steel shall grade
A-35 specifications. ALL Anchors to be A-301 steel.
Ll
9. Provide a minimum of 3" concrete protection at footings and
1-1/2H concrete protection at beams for ALL reinforcing bars.
44) Steel Ballard
F 9
filled wl
ConcroteO
>
US bar vert. wl Thicken edge to
_�§CEE
8"x8"
30" overlap TYPICAL with concrete and
4" concrete slab with fibermash OR
cn=
ECTIONS
at each filled cell one #5 bar continuous 6'xA" #10/10 WWM on 10 mil Visqueen over
q)
Vft=
clean compacted termite treated fill
trc
E U) q)
.4" concrete slab with fibermesh OR GRADE\,
4J
00
111
4040 300/10 WWM on 10 mil visqueen over
.... ....... ..
clean compacted termite treated fill
Et!
E
Grade\
t!,a
L
D D I R/
OD g rM,
mi
11P1
C14
I
—or q)
FORC �B EDGE DETAIL
.3 B
q)
14% x 14"d concrete monolithic
footing with (2) #5 bars cont.
SCALE 1/2" 1'-07'
E
U a
0
1 FI
ci J
14"
#5 bar vert. wl
U<) r-
# q)
LLI _T
TYPICAL FOOTING DETAIL 30' overlap
— filled call
:,�SCEIE
za
[L
SCALE 1/2 —07" at each
TYPICAL
=x
LU
4" concrete 51ab with fibermesh OR Adjust curb height
'n�SECTIONS
-a. Filled Cell Masonrg Column With One
14'-e
in .............. 4-
(."x(V #10/10 WWM on 10 mit Visqueen over based on gar. floor
slope,
\\\N1-X
Al" concrete slab with ribermesh OR #5 From Footing To Tie Beam
VxV 410/10 WWM on 10 mil Visquesin over Conc. Fill To Be 3000 FBI
V
clean compacted termite treated fill
termite treated fill
L
fKeces, for
r__
45 bar cont. US bar in curb
clean compacted See Floor Plan For Location
Garage Door
"N - — — — — —
M
0'-0" F.F. OL
W
771
L Ila L
Step per Grade
foundation plan
31_5�
91-0.
111-4"
12" x 12" concrete column block fillet
-1 T17 �7 1 T r= [TT
ti.1 td
a and (2) #1 bars vert. ti
31nole Filled Cell Column
into lintals above
101, (2) US bars cont. bottom steel
14% x 14"d concrete monolithic NTS
rooting with (2) #5 bars cont.
121,
( IDETAIL AT GARA
12' x 12' concrete column
block filled with concrete
and (2) al bars vert. tied
into lintel* above
Top of f
14" below
9
301,
COLUMN FOOTIN
F_ 5TF_I`�L)UWN
SCALE 1/211 = I,-
Verifg house slab
height in field
301OX3011xIg" concrete
column footing with
U5 bars each wag
DETAIL
SCALE 1/2" = it- it
RAGE CURB DETAIL
SCAL
Fnied Ceii ridsoni4 L�aiumn uJiLn �.�ncr
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
2" x 4' P7 wood secured with
3/8"dia. x 4' anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 1B
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Braden it
Braden AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail.
bradenaiascomcast. net
16
X
I
FOOTING SCHEDULE
Mark
size
Description
r-I
14OW x 14"D
MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS
12"W X 12uD
MONOLITHIC FOOTING WITH (2) US BARS CONTINUOUS
3Ox x 30" x 14"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F r
8,111 X 8"D
THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS
14'W x 14'D
With Curb at Garage
M70NOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS - CURB 0 O'-Ofi
Wanne Building Corp.
GARAGE
The Grand Cdrltor LEFT
Spanish Lakes
St. Lucie Countq Florida
Date Drawn -
3-21-18
Drawn bg:
C. C. U.
Checked bg:
ID. R. B.
Revisions :
Sheet I Comm #
3. 112-2�
OF 5
R 00F SHEt=:TING
A TTACHMENT D ETAIL
1. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2- Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/S2" COX PI�Lwood
4. Use nails or screws basigdaon pressure for roof stated
in permit info box on t e e plans for zone 3
FT
FT
Kell,
Area
Edge
Field
Fastener
Max.
Pressure
7';77
Zone 1
4
01
6,
8d ring shank
'45 Pat
Zone 2
11
4
6,11
8d ring shank
lis par
Zone 3
14 10
4 it
8d ring shank
84 p
/I**
Zone 3a
I C
1 6"
48 wood screw
112.5 pSfI
Use nails or screws based on ressure for roof stated
in permit info box on these plgns for zone 3
Provide #5 bars with min. oJ8 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel.
Provide Cast -Crete
Sus-OB/OT of set
lintel set in Mortar
Kim. S' Bearing
Provide 45 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
.7
:7
V
V.
ij
L
\
Provide PT Buck
attachad 1; er jamb
details into filled c
4" Pre -cast
Sill
Poured Filled Call
rovi a are wit min. a r
_Aiametars overlap in filled call. Tie
illed call steel into continuous
rooter steel.
J
Concrete rooting
(see tooter schedule
ct sizes)
DETAIL AT WINDOW OPENING IN
Scale: 1/2" = 1'-0"
CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Nail 2' x 4' blocking to vert, leg of
truss with 10d x 1.5' nails at O.C.
1,,,, Verifq with Plan
> Install Simpson MGT into wall using
Concrete 12"x 12" 5/8" cle. threaded rod Set, min. 12"
Lintel I
into wet beam and (22) 10d nails into truss
[117 1 1 Column Block
Column
No -1 Rebar
Rebar L48 Bar Dia�
"Min. Overlap
to Lintel Attdchment
NTS
TRUSS BLOC<ING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D tgpe 2 paper backed
wire lath mailed to substrate through one lager of
ASTM 0 T?e 2 felt paper using Sid nails. Substrate--,_
to be 19/3 CDX Plgwoocl nailed at 4" o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast SuppIg and MFG 5v Crimp Metal roofing FL #11651.12
2� ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood- screws with self scaling washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with mim. 4 side laps and 4" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
!Paced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach
lack to trusses using attachment detail on this sheet
ddit one] recast in a
#5 be
all CLEAR
Lintel
Length
Ba r
Length
Clear
Span
10A11
Bars �Bars
11 E3 11
T-10"
2'- 8
-41,
2A3
none
31-.411
7-2"
21#a
none
BPS-OBAT SrS-IBAT OFS-115/2'r
-01,
3'-10"
7- 8
2.43
none
I -
-Z� $5 bars
CLEAR
4'- 4
141-141,
3` 2'1
2.43
none
Yons Row of W
Block Above I . . . . . . . . . ...
5'- -4
51-21,
4'-0"
2.#3
none
5'-10"
51-811
e
2.44
none
al,,�Precast Lintel I
L,
L,
F 411
2A4
none
Additic
11--0 #5 bare
T-6"
T-O"
1'-2"
2. #5
none
I
8'-4"
T-10"
T-O"
2.45
none
NOTES:
ALL reinforcing steel is grade 60.
1. min. coverage of steel=1.15'
2. min. bearing required 9 ca. end=8'
3. standard for reinf. steel-ASTM A415
TYPICAL LINTEL SECTION
PRECAST CONCRETE
LINTEL SCHEDULE
Mark
or'ni
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows or
H' Block
Above,
Bottom
Steel
am*
T
all
am@
Max.
Gravlt#
Load
(PLF)
Max.
U�ft
L d
(PLF)
Max
Lateral
Land
(FLF)
L22
7-20
V-48
BPS-OB/IT
1
#5
301.9
1649
1024
131
2::A'
2 8"
31-1.
4'-0*
Slea-05AT
1
#6
2561
1343
Itilia
L45
Al'-58
V-108
OFS-OBAT
1
#5
1105
909
339
1-50
5,-0.
v-v
BIRS-OBAT
1
#5
1238
835
121
L1.0
v-so
i,-v
ars-OBAT
1
#5
1011
-121
534
LBO
@'-0&
91-48
alles-115/2'r
1
#5
2
#5
152
591
512
L90
9'-0-
10'-f.-
B12111-113/2'r
1
#6
2
#5
-44
3
630
401
L905
T-08
10'-iV
SFIL-113/21f
ONE
I
us
2
85
1 1533
1103
401
WOO
101-00
W-4.
OFS-15/2T
1
#5
2
#5
1 502
-494
452
LIOOB
10' -0'
W-44
OFIA-15/2T
ONE
1
#5
2
#r,
I i3it.
1028
452
L120
17-08
IV-40
811118-115/2"r
#5
2
#5
411
428
324
L1205
12'-0'
13'-40
8111114-8/2T
ONE
#5
2
#5
1015
-110
32-4
L140
14'-Om
15'-40
OF14-IB/2T
ONE
1
#5
2
#5
1250
1.09
259
L160
, W-0-
. IT-4-
alse-113/2'r
-
1
#6
2 -,-#5
300
192
-500
194
LI/051
W-0-
1 IT-4"
OPIA-115/2T
ONE
1
#6
2
1 #5
�-50-
144
- ALL LINTELS SHALL BE MADE BY CAST-CRETE,
- LINTELS SHALL 13E FILLED SOLID WITH 3000 PSI CONCRETIE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 1-4'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricame anchor at each truss
with (10) 10d x 1 1/2' nails
24' ox.) *up orting Max.
10101ba. uptft
Aluminum Drip
Edge t Fascia
12"
2' x 6"
Kallcan full o vent vinjill soffit installed
Using 1/8" dia shank x 1.6' long galy.
roofing nails with 3/8* dia. head per
product approval - see chart sheart #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tiej--�
into lintels above
thicken edge to a'xa"
with concrete and
one #5 bar continuou
BEYOND a -\
T?p of tooter
14 below finished floor
12
F
1/2' thiuk stucco on
attached to hdrwUsntl
=wirth Mail& or
then 1-3/4'
lucanzontal now fremir
into vertical wood rr
Aluminum Drip
Edge 1 Fascia
Flash and Counter
f lash
Nail ledger to
gable end tru
with (2) 10d
at each web
hi -rib lath
vertical wood
rovide
-'ration' into
S/4" penetration
numbers
5/80 thick light textured
stucco on t9pical concrete
block construction
Varies - see plan
#5 bar vert. wl
30" overlap
at each filled call
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan Ir
......
711:111 F:::::1 I I F�1�1�1 I I 1�11111�1 1:.� ---71 1 1�11111�1 I I I I E]111�1 I I I 11:-:::
1 MM 14 1 11 M M I I 1�1 I I I
1-111
.11 L11 TQwcdI
Poured Co
concrete L
-oured Concrart.
f
concrete block L
Concrete o
Manufacture
ch�. Per
space
lax.
Aluminum Panel
Sims per manufacturer
Sam Tupical Stud Detail
1/8' x 3/32' wing Nut wl
appr=washer and arAcmi;
per turer's Details
ro
2-
�jl V
Stud Detail
NTS
Stud a/ Dur Cast Zinc
Nickel Plated Uling Nut
Flush Mounted Shutter Detail
ints
Brace Gable and
with 2" x 4" SYP 92
Slit back nailed to bottom
Of top chords using (2) IOd
9 at each truss
nail
PRE-ENGINEEIW-D WOOD TRUSSES
24"o.c. TYPICAL
Shop drawings bg manufacturer
4
LU
x
0
C4 43
44�
LL
u
u)
D-Q)=
E C:
00
-
(T) IQ
"r
il�
1--
UJI
Eulc
Brace Gable end
with 2" x 4" SYP #2 min.
art back mailed to bottom
of top chords using (2) 10d
nails at each truss
R-30 blown fiberglass
in bottom chord oF trusses
0
I
-1/2" drUwall with smooth finish
-
ua V
Two rows of beam block filled with concrete
-and (1) #5 bar cont. in each row. Substitute
U
lintel filled with concrete and (1) #5
_TJ
�recast
ar cont. for bottom row over openings
11)
1/2" drywall over I" x furrinp,
(f)
at 16' o.c. with R4.1 i-foil
_.strips
insulation on typical 8" Block walls
All drgwall tole installed per FBC R102.3.1
and shall meet all pertainimi ASTM codes.
Mortar to be Tupe DMH ony proportioned Der FBC
R601.1
and Mortar joints shall coml with FBC R401.2.1.
Provide Our-O-Rock at all wet areas (ex. showers,
tubs etc...
Fill cell with concrete and
(1) #5 bar vert. (tilipical).
ROOF
-Max. spacing Shall not exceed
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8" dia.
threaded
rod with min 12' embedment
hurricane anchor
at each truss
into beam
(22) 10d
either wet act or in epoxg with
nails into truss. Add blocking to
of
24 o.c,)
supporting Max.
truss leg
per detail
on this sheet I
�O 1810
<:�H I- iTA 2
I bs. uplift
imimimimiallimimimi-
OW
NMI
MUM
3=1�1�lrfirrl%
WWI0
1111
11
q
9 F I a WAV IN 3 N WA a WA a 0 VA WA E
11W
WME
fil
®r
MEAN
AF04A
-PAN
A VO4
A Ill
MA FAA Awe
AV, A 4
I MEN FAA ffill
a
1
EMMA
��2SWAO
MAA
11
Is
9
IN
-- -
--
ITAr
El 0
iFe
s
I
. ;-
I
I
I
I
I
I
�
Is
as
FLAN
------------
Q±1� �A20
C,
U1
U,
LU
in
to
0
to
IJI 4JI
ji� C
< �j 0 -
ca LL
4L
11- =
a di
-C -0
Ili -
ca
to G 0
Oil q)
E r - 00
(a 1q-
9
11-
C4
<
LLI
48" unless otherwise noted
Wood see foundation plan notes for
=M�= B age Spacing at openings - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
V
4" concrete slab with fibermash OR - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
OxV #10/10 WWM on f mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
W - clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
A.. 7.
. . ... ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
HO
lip- ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
Sectior dt Frort Porch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
PTIONAL
PANEL
"All
Poles
BR
Load
Wire
Description
circ#
cIrc#
Description
Wire
Load
181 R
Poles
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#10
3,6 kw
30
2
3
4
2
30
4.5 kw
#10
40 gal. water HTR
5
6
Range
#6
12.0
*kw5O
2
1
20
1.0 kw
31:12
Pump
9
10
Draer
2:10
S.0 kw
30
2
11
12
1
1
1
20
1.5 kvi
#12
13
14
Dishwasher
#12
I.j J�T
20
1 1
1
20
1.5 kw
#12
Microwave
Is
16
Refrigerator
#12
1.2 kw
20
1
1
20
1.15 kw
#12
Kitchen S.A-C.
11
is
Recepts
#12
-
20
1
1
20
IS kw
#12
Kitchen S.A.C.
19
20
Racepts
#12
20
1
1
20
1.2 kw
#12
clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Racepta
#12
-
20
1
1
20
IA kw
812
25
26
Recepts
#12
-
20
1
1
20
1.412 kw
#12
27
28
Racepts
#12
-
20
1
1
20
#12
General Lighting
211
30
Recepta
#12
-
20
1
1
20
#12
General Lighting
31
32
Recapts
#12
-
rqlO
20
�Pll
1
1
20
$12
General Lighting
SS
34
Exterior GFCI
#12
1
20
#12
General Lighting
35
31.
Bathroom Carl
#12
20
1
1
20
812
Smoke Detectors
31
38
General Lighting
#12
20
1
1
20
#12
Bathroom GFI
39
40
General Lighting
#12
20
1
sbare
41
42
sbare
PANEL "A" LOAD CALCULATION SHEET_
Load Description
Qt4-
Watts
Total(Watts)
Circuit(s)
. .............. ...............
...... ..................................
Microwave
.......................... ................................
Dish. Washer- ...................................
.CI.otheA.WAsher ..... ........ .................
.................. ...........
Vate.r. H.eater. . ...............................................
.qqrp2a.
1135
3
5,206
2
1,500
a'000
1
12,000
12,000
1
1,20-0-
4200
1
1,600
1�600
1
1.200 -
1.200
1
1,200
1,200
I
5,000
1
-5,OOQ-
4,500
4,500
1
1,800
1.800
I
so
810
Total Watts
31,415
10000 Watts 8100%
1
10,000
10,000
-Pirst
Remainder 21.415 940%
1
0
10,946
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30.96to-
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 12q.03
Panel 5tze Required = 150 Ampal
Eleatricdl Sigmbol Legerd
5
-Single Pole switch
Recessed Can Light
%
Double Pole Switch
Egaball Recessed
J-
P15
Push Button Switch
-0-
Exhaust Pan
=49
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
0-
Wall Mounted Light
,,,,t=
LE'.Q9
Wa ground fault circuit
Light with Pull Chain (attic)
13
Floor Duplex Outlet
@
Computer Connection Jack
FO-M-1
Carbon Monoxide Detector
Flood Light
Thermostat
Electrical Panel
Central Vac
E�
Electrical Meter
Smoke Detector
Ceiling fan
Television Jack
rY-1
Telephone Jack
AC vac
A/C Disconnect
I x 4 Florescent Light
C22
2 x 4 Florescent Light
Speaker Hook -Up
El
I Intercom
NO
163 CPM
IOXIOXL
MASTER
BEDROOM
163 CPM
lOxIOYA
:7
I.2xI2X9
S/A -CLOSE f
lo*
PATIO/SLA13
GR AT
RO M
12xI2x9
B /�A
Cariter Registers
149 CFM ceiling fan 10 CFM
4N, I
L 2
-N 1�� 1 IOXIOXI
1`171 1 � - _ZM
1211
L- - - - - - r- -
DINING
ROOM
W H.
r-2-2'-x -54'-
Attic Access
with light
L - - - -
150 Amp
GARAGE
r----------------- i
JUNCTION E30X TO SUPPORT A FAN
THERMOSTAT LOCATION �IEC��ANICAL LA`r0L,.i.,IT
B/A BALANCED AIR
Electric Notes: SCALE: 1/4" 1'-0"
1.
2.
Use copper wire onIg, no aluminum.
Provide and wire ail required smoke detectors.
11. It is not the intent of these plans to show everg minor detail
3.
Contractor to vertPg location of electrical
of construction, The contractor shall furnish and install
all items for a complete electrical s9stem and provide all
4.
service and provider.
ALL paddle fans shall be on a rheostat.
the requirements necessarg for the equipment to be placed in
proper working order,
5.
ALL bath and kitchen receptacles to be GFI
rotected.
18. Ail work shall be done in accordance with the N.E.C. and
6.
'71.
ALL exterior outlets to be WP/GF I protecte
.
shall compIg with all local codes and ordinances, and shall
8.
Recessed cans to be installed per NFF`A requirements.
AFC1 receptacles are required in all rooms except
meet all standard requirements of the local electric utilitg
Kitchen, Bathrooms, and Garage.
and telephone compang.
9. A/C Return Air Balance Must compIg wl FBC RM1602
10. A/C Refricierant lines that are run thru slabs must be
19. The electrical s9stem shall be completeIg and effectivel
sleeved in FVC
grounded as required bg the latest edition of the N.E2.
11.
ALL A/C Equipment shall compIg with energg calculation
20. All material shall be new and shall bear underwriters'
12.
All work shall be performed bg a licensed electrical
labels where applicable.
contractor, the completed agstem shall be fuII4 operative.
13.
Contractor shall pag for all fees, permits, testin and
3
21. All equipment and panel sizes shall be verified before
inspections including blower testing whei
'
ordering. The contractor shall provide circuit routings to
1-4.
All work shall be coordinated with other tra8es to avoid
suit the job conditions.
interference with the progress of construction.
19.
All required insurance shall be provided for protection
22. Furnish and install all fixtures as called for on the plans
against the public liabilitg and propertg damage for the
or as selected bg others.
duration of the work.
14.
Contractor shall uarantee all materials and workmanship
For
23. All racewags and pipes placed in or through ang concrete
free of defects a period of not less than two gears from
slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancq, or orie
largest conduit or pipe from ang other service.
gear from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-l" shall be installed in metal EMT
charge and shall include replacements or repair of ang
conduit.
other phase of installation that mag have been damaged.
2G. Orger Vents to be installed per FBC RM1502
SECOND
BEDROOM
ILI 12)d2xg
13/A
COVERED
PORCH
H B.
-+ I
Vent thru
-SO-FrIt-----
A/C disc,
ISO
#2/0 Aluminum feed �1 11
I �S' Conduit MCB
PANEL
M&
2" PVC ( FPLff
2" rigid service rPL Bare #6 copgarorn,
to #5 cont. re 1 slab
ELECTRICAL RISER_
- Contractor shall use AL-CU Landing jugs. NTS
- Contractor shall torque lugs I . A.W.
manufacturers recommendations which
shall be verified prior to construction
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WF F
Install oulet
under disc. A
not showinfor L0
cart� . 0
A/C
# I
Meter
141,
MASTER
BEDROOM
INCLUDED ON THIS PF-V
OPTIONAL
PATIO/SLAE3
,.�Covered Porc�,-\
W12 GFC1 %
[I ITVI
Smoke / Carbon GR EAT
(f Monoyide Detector
Combo RCOM
=E)
DINING
Grcl ROOM
C
GFCI Grci IV
KITCHEN
L _ZDqkff Qarl;Lo
Monoxide Detector
Combo
3'-2" 31-21, r
Ac
60 CF:M
F N
G FCI
t*r � G�v / / /-11\ I-
('�W. )H. L
r
F-2-2' -x -64'- >
i 11
Attic Ace#" - - "ente,
nth light
41"
L J
L
150 AMR Optional �/�
Panel Full chain panel location
light in attic 9--
�> q2'GFCI
GARAGE
Garage
Door
Opener
r----------------- I
I
0
CLOSiE
ELECTRICAL FLAN
Total Attic Space = 212-4 -sq. ft.
Venting Ratio 1/150 = 14.1� sq. ft. required
Provide A Continuous Vented Soffit
-4
\SECO90
:TV:]
W1. GFCI
COVERSI!r
F-1 � P-CMIC H
SCALE: 1/4" = I'-C)'
Post Light with '1-1170
Photo call I
61-all
H.B.
Exhaust Duct
Thru Soffit
I -
Wire For
Front float
Light
Braden It Braden AIA, FA
Linne Building Corp.
Date Drawn
Revisions
Sheet
Architects - Planners
GARAGE
3-21-18
411 5.E. Coconut Avenue
B
The Grdrid C ca r I t or
LEFT
Drawn bq:
Tel : (112) 281-8258
C. C. U.
Spanish Lakes
Fax : (112) 281-8283
E-mail: bradenaia9comcast. net
Checked b6:
At,iArt r-I 'A4qqL ttAAe�()ne)n0A0)
St. Lucie Countg Florida
ID. R. S.
OF 5
Comm #
12-2�