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HomeMy WebLinkAboutREVISION12
4 1 SLOPE
COVERED
PORCH
5/8" thick x 8% cut
Finish Columns with
coral finished stucco bands
5/8 thick cut coral
finished stucco bands
LEFT ELEVATION
EGRES :.
RIGHT ELEVATION
GuIP Coast Supply and MFG 5v Crimp Metaf, roofing FL #IIG51.12
2L ga. 5v crimp metal roofing attached to plywood Beck using #9 x 1.5"
wood screws with self sealing washer at 12"max spacing over ASTM D
(type 2) 30 Ib Pelt underlayment installed with min. 4 side lapa and L" end
lapa fastened with corrosion resistant tin cap• and with 1.25" rmg ahank node
apacad L" o.c. at all laps and two ataggered rows 12" o.c. in field. Attach
deck to trusaea using attachment detail on this sheet \
Gulf Coast Supply and MFG 5v Crimp Metal robfing FL #I1451.12
26 ga. 5v crimp metal roofing attached to plgwobd deck using #q x 1.6"
wood screws with self sealing washer at 12" o.c. flax spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and G" and
laps fastened with corrosion resistant tin caps arhd with 1.25" ring shank nails
spaced 6" o.c. at all laps and two eta gored routs 12" o.c. in field. Attach
lack to trusses using attachment detail of on this sheet
5/8" thick light textured
stucco on topical concrete
block construction
AM
12
SLOPE 14
EGRES D PER
3
-----___-- -----__--- - O'-O"=Finished Floor
- - - - - - - - - - - - -
5/8" thick light textured
stucco on toPical concrete
block construction
Product Approval Submittal Affidavit
8ohsdalsowimDooue.
Oesrhosd Dooaa.sildw
Doane, 1111ndowa &
Type
NU
Prodttat
Model
1[anutaotmsr
Mean
Attachment method
jk*vAionTOT
Tonto
1,2.3
!4
FL# 239.3
Sm le Hun
g g
SH-l00
Im act
PGT
5/IL"
iacada. tapcons s/ win. I /e penetrati
p per produa approval. Contractor a o 4 ra to
nxn. e e distance spec lud rn Product approval
+ 80.0 PSF
-
A
I4-0330.02
Overhead
Garage Door
M°� el 824/ Il
max.
hmg%t
DAB
`�� ��"y",,�� s"' " r%� " s: e.1`
.n'" "l� °2e:�.esra' Gc TOM inn. u��y esseta.m�
10-9-I`21
+ 50.0/-GO.O psf
B
FL# 1604.1
Fiberglass
so=gh P o
Jeld-Wen
ESleo I/4' din. to with min 1.26' embedment at Vex
from corner► and1 oc. nix thhereafter m hoed and Jambs
+ 50.0 PSF
(�"
FL# 251.5
Sliding Gass
Door
Sips
PG7
I" nom
T e "GSA
p
av
I voice wirav . / pe tr to
iSpec .i 2 I%2' i4ancu aRLreetor a�iall a ero to
de apecdied m Product approval
± LO.O PSF
product
Model IF
Manuteotuirer
Attachment MethodNUMIM
�� Approved lbeb
MUilions
FL# 2L1.1
1" x 2 3/4"
x .316"
PGT
Install or fastener type and spacings shown rn Table IA and IB
m product approval an sheet 5 of s
+ 58.0 PSF
-
ROOD
FL# IIG51.12
5V Crim p
Metal Roofing
Gulf
and
Coast Supply
manufacturing
2t go. 6v cri metal rooting attached it plywood deck using 44 is If'
wood as with self waling masher at I1 o e. max apacigg er ASTM D
!=1Tr 30 lb felt underlayeent installed c alaptsh emn 4 si ,�s and V and
We fastened with corrosion resistant tin lad and ph 1. ring Shenk nad�
.d L' o.c. at all It is and two :War rows 13' oa. in Reid. Attar
deck to trussea iwing atLacMmt detai on rod plan
- 108.5 PSF
Siding
Stucco on Block
Soffit
FL# 12198.3
Modal T4.} 12" vented
Yi I SoPPIt
Kaycan
Install using 2" x 2" battens at V c.c. screwed to soffit framing using
tt8 3" wood acre'* at each tress Instal soffit to battens using
012' din [me -ring shank narl, with 'A/A' else hand
+55.0/-35.0 PSF
Hurricane
Panels
FI# 1501G.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using I/2' din. solid set lead anchors with 1/4" din.-20 x 1.5'
long SS screw head combo. with Neoprene 'Sher at 12 1/2' o.c.
'a% the bottom and 13' o.c. at the tap
-
± 45.0 P3F
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of *cord ) i
gulf Coast Supply and MFG 5v Crimp Metal rooPmg FL #IIL51.12
1L ga. 5v crimp metal roofing attached to plywood sack using #9 x 1.5"
trood acpews with self sealing washer at 12" o.c. max seating over ASTM D
(type 2) 30 Ib Pelt underlayment installed with min. 4 side lapa and 1. and
laps fastened with corrosion resistant tin cape and witfi 1.25" ring shank nailip
s aced L" o.c. at all laoPa and two at gored rows 12' o.c, in field. Attach
��L •� •....�. ....ww �i"a..L..ww" dw6a1 .... "1...
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
SCALE: 1/4' - I' -Off
giulf Coast Supply and MPG 5v Crimp Metal roofrn$ FL #IIL61.12
L 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 Palt underlagment 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
Back to trusses using attachment detail on this sheet �,
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BYl°IELD INSPHCTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLai CODES.
CONCEALED FASTENERS OR AiTACkIMi NTw
'ARECONTRACTOR OF Tf Of ME
F R000P
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb Pelt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at V o.c.
in field and edges with lOd ring shank galvanized
nails into truss webbing.
12
4 1 SLOPE,
I'm.
Fl
�i
■ ■
�i
�i
a
i�
�
5/8" thick x 8% cut'
coral finished stucco bands
2" x 4" top plate I ' 1/2" drgwall 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 fibermash OR
L"xL" #10/10 WWM on L mil Viaqueen over
clean compacted termite treated Pill
Interior Non-Bearinq Partition
Braden i
Braden ALA. PA
Architects - Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiaecomcast.net
Wynne Building Corp.
S anish Lakes
S . Lucie County Florida
0'-0' = Finished FI NED
Y
St Lucie County
FRONT ELEVATION ST.LUCIE �oU�NTY mlla a awls N
REVIEWEb FOR LACE,
SCALE: 1/4' - 1'-0* RENTER D BY Zr�+A�''✓
DATE --
PLANS . RMIT S 3 AE JaFT ON 4QN
4 NO.'NSPECTION WILL 8E MADE,
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: Sth Edition and ASCE 9-10 for Wind Loading
Building Design is: Enclowd Risk Category 11 Wind Velocity: 165 mph ultimate
Mean Rod Hall jt-p' Roof Pitch: +12
Internal Pressure Cooefficient: ±o_ 11
Sub,lectabihtg to damage from: Weathering: Ne h able Termites Vera Heava
Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate
Wind Exlposure Gasification: C 1.21 x 0.L = O.i2L
Adjulatm fit factor for Exposure Height: ASD demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWLa O.LDL+O.&WL
Componants II Cladding Wind Pressure (NET) Rod Zane. I. +20.L/- 2.4 par
Rod Zone: 2. +20.L/- i.0 pat
Rod Zone: 3. +20.L/-84.0 psf
Components It Cladding Wall End Zone Width: 31-4'
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +335.8/-33$$ '1 per
Wall Zone. S. +3S.8/-4'1.8 pal
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat
Shear Walls Considered for Structure? YEs
Continuous Load Path Provided?
Are Components an Cladding Deta1 s Provided? Yes'
Minimum Sal Bearing Prosaure:2300 ps. Presumptive: X By Test: 9
This Building Shall Have the Following: g
APPROVED SHUTTERS. X IMPACT GLAaas MOTH, NEITHER: /" A'i '0'*
s',:,.
ROOF LIVE LOAD: 3_ pat ROOF DEAD LOAD: 10 pal ' f�
FLOOR LIVE LOAD:-' of FLOOR DEAD LOAD: 10 got
JOB ADDRESS: \0\ '�Ofv
Model: Date Drawn Revisions
REAR �-�-18
PORCH Drawn by:
C.G.U.
LEFT Checked by:
D.R.Is.
E3 ;Rod Zone I
Walls Zone 4
rim - Roof Zane 2
Walls Zone 5
M{END ZONE
Corner Zones
40A Zone 3
Sheet" VComm
Fa 1�opl,�b 8 B
mpact
OF 5
FLOOR FLAN 4" for support
import anptex 3/8'd
TYPICAL NOTES: SCALE I/4" = I'-O" CRASH POST DET ^ 11 we dotal on this sheet \
I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter
proceeding with Work. steel crash post. Floor
P g Flange with 4 - 1I3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into
3. ALL Lumber to be used as Beam, Rafters, etc.., to have slag (3/8"t 50 I1 steel plate)
a minimum 1,400 P.S.I. fiber stress. 6"
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 PSI concrete and/ r 4 000 PSI rout mix "' 0
N.T.S.
Steel countertop support an Ie
Install L' from each end and
g-
one in center of counter.
we angle detail
1/2' drywall
Counter top - verify type
with contractor
12" x 12" Concrete column
block Pilled with concrete and
(2) #1 bars vert. tied into
lintels above
Base cabinet �+
2' x 8' wood studs
at IL" 01
2' x 8' PT wood plate
9 "3/8" 2" KITCHEN ISLAND FRAMING DETAIL
6. Drywall at ceilings shall be leveled and attached to bottom chord
Of trusses With screws er FBC R�102 3 5 2'!i" Attach buck to block Bell with
1. ALL wood in contact with concrete shall be pressure treated.
o o=
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
;
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set bg Governing Building Department
6"
/2„
surveyor t0 set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC
R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R316 - see permit info box of code edition
18. Gabpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
CdrJJ C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Masonry
Drywall
Framing
Max
I' x V P.T. Buck nailed
block with case hardened
to /
nails
Thickness
Location
Orientation
Member
s
fa is col000ls
Ned sizing options for
Spacing
of
instelletion oP drywall into
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
cries
w8 Wood across tin Jamb into hock
at each hinge and Is' sic. max and
Detail at Door prior to door attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Install windows thru buck into
block with 3/1V tap -con with
1 1/2' penetration at 6 o.c. max.
from each corner and 20.' al max
thereafter at Iambs and 20' oc. may
Exterior face at head and will per product approval
of well -\ / Buck to be 1' x 4' PT
1"x4" P.T. Buck nailed to
Detail at U ndows -block with case hardened nails
nor to window attachment
Beam
NTS
Install SGD thru buck into
block with 3/I4" tap -eon with
1 1/2" penetration at 6" o.c. max.
Prom each corner and 20." ol max
thereafter at head per product approval
Use 3/16" tap -con with
1 1/2" penetration at L" ol max.
from each corner and 20" o.c. max
there
attar at sill per product approval
I" x L" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
fixed door
sliding door
19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru A108.iJ
Masonry Wall -�_.;y
:;'^ `:`::`;`
I F
A108.1, A118.1, A118.3, A136.1 and A131.1LA
W
`'`
"
`
20. Cement, fiber -cement or lass mat gyy sum backers in accordance with ASTM
..
'"
C1288, C1325, OR C1118 and installedpl.A.W. manufacturers recommendations shall
Elottom Trac
j•,... Typical Flooring
be used as backer for the wall tile in tub areas and wall panels in shower areas.
I� Il
Install SGD thru buck into
21. Insulation includin facings such as retarders or vapor permeable members installed
g 9 P P
and attics
S l l d l n g D OOr
block with 3/I4" tap -con with
1 1/2" penetration at 6" o.c. max.
D e t a l l
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces
from each corner and 20." IJ
max
shall have a flame spread index not to exceed 25 with an accompanying smoke
LhereaPter at Jambs per product
NTS
approval Jamb
developed index not to exceed 450 when tested in accordance with ASTM E 8-4.
At Masonry Wall
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12' ol max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and 6' and
Zaps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hur lca a anchor at each truss 12
wrc�i (13) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES
( 24' ac.) aupportnng Max. 4 at 24"o.c. TYPICAL
181016a upllFt (shop drawings by manufacturer)
Aluminum Drip --^R-30 blown fiberglass
--y
Edge t Fascia in bottom chord or trusses
1/2' drywall with smooth finish
2" x L" Sub -Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kagcan full o vent winElI aorfit installed precast lintel filled with concrete and 11) #5
u itnp 1/8' din .hank x I.5' Iang gaiv. bar cont. for bottom row over openings
roaring nails with 3/8' dia Mad per
product approval - we chart at 81 1/2" drywall over I" x furringg
strips at 14" o.c. with R4.1 ?1-Poll
insulation on typical 8" Block walls
5/8" thick light textured All drywall to be installed per FBC RlQ.3.1
stucco is typical concrete T and shall meet all pertain g ASTM coder
block construction ao Mortar to be Type "M" onIg proportioned per FBC RIJ
and Mortar joints shall comply with FBC Z601.2.1.
Provide Dur-O-Rock at all wet areas Nx showers, tubs etc...)
#5 bar vert. all
30" overlap Fill cell with concrete and
at each filled cell (U #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
60xb" #10/10 WWM on 6 ail Visqueen over
clean compacted termite treated fill
Grade =
.. I IIIIIIIII IIII-
l
in
withx 14 Concrete fo and #5
witfi (2) #5 bare coot..
transverse bars at 48r C.C.
TYPICAL SECTION
Scale
Window
Schedule
Mark
Size
Rou El
O en.
Window Descrl Lion
PRESSURE ZONE
I.
4'-5is'x 4'-6i.'
S4%.'x1541.'
Snngke Hung
ZONE 4
2.
V-2%a"x 6'-$ %;'
15' x
i3 %4"
single Hung
ZONE 4
3.
2' x 3'-2�2'
21i2"x
38%"
Singh Hung
ZONE 4
4.
3-2'
`-r x 5'-3%r"
38' x
63'14"
Single Hung
ZONE 4
ALL Windows to be aluminum
windows w/ tint
rid mullions per
elevations.
ALL windows to withstand
pressures in permit info box
on sheet I
LL windows In bathrooms
to be tempered
I rough opening dimensions to
will h manufacturer a specs prior t
a verified by contractor
o construction
1
Poor Schedule
M
rk
Size
Rou
h 00ening
Door Description
PRESSURE ZONE
Y-O' X I' - Or
108'
84'
Overhead Garage Door
ZONE 4
3'-O' X i'-e'
41ri4"
x 83i/4"
Fiber kaw Parcel - imaging
ZONE 4
It
6'-O' x i'-e'
'14" x
81 %2" `°""°
Skding Glow Door
ZONE 4
2'-O' X i`-8'
Solid
Core - Wood - 6-Panel-ar-roid ImnaMd 24' x 81 s."
2'-4' X 6'-8'
Solid
(Core - Wood - i-Panel
5'-O' X V-8'
Solid
Core - Wood - i-Panel - BI-Pold
'-a' x V-8' x 134"
Solid
',Core Wood, Stee4 or Masorete Door
7-e' X V-8'
Solid
(Core - Wood - i-Parwi
2'-i' X 6'-8'
Solid
Kole - Wood - i-Panel - l5i-Told
ALL
b)x
W
win
Exterior doors to'
on sheet #I
RAGE DOOR SPECIFIED
THSTAND THE PRESSURF
I rough opening dimensions to
h manufacturer s specs prior
withstand pressures stated in permit info
IN PRODUCT APPROVAL FORM AND SHALL
S STATED IN PERMIT INFO BOX ON SHEET #1
a verified by contractor
10 construction
3.
Verify attachment
hole location with GC
prior to fabrication
3/e"
steel
12'
O
r-
6"
co
i
a-
i
in
O
F
u0u
CL-0n
J
if:
if
�_
fie°. 8'-10%2" .12". 8'_10y'2
`Filled cell under
girder above
i O
PORCH
WIRE LATHE STUCCO
CEILING
19'-9"
I
I
I
8'-0" to 9'- " A.F.F.
Vaulte Ceding
GREA� ROOM
CID
1
N
I
I
8'-0" o 9'-8" A.F.F. 1
Vauted Ceiling
T
in
EGRESS
13'-II"
MASTER
BEDROOM
T-O" A.F.F.
Flat Ceding
Mal
Rod t Shelf
4„ r
vl r
WI JJ
1ZIUOSET-
d
L
Rod E Shelf
-11
0 3l"
ASHER DRYER 2"
LAUNDRY
1
ROOMINING
I I I 3Vanitill, to 4f Y�2 "high
b
3/8" thick steel I counter tops to �T
counter top supports overhang wall 1.5"
counter tops to
overhang waill 1.5" 6
-
03
Ow i
+41" high wall
�
o
"o
KITCHEN
-O" to 9'-k" A.F.F.
Vaulted eiling
-
Upper cabinets to
extend over Ref.
NON
V J
REEK.
O
so CLEAR
OPENING
-
rill
-n Bata inaAmm O
Provide auto
Steel
Ballard
closer
me
detail
on trill sheet
I w sv
('-----1
I Attie Anew
I 0 /3 I /
1
a
-----j
-
8'-0" A_F.F. D
Flat Ceiling 8
C.SARAGE
o<
B
O
O
lock wall in
g ris to be
" MT
N
h
a oc
3, -D"
EMERGENCY
r - - - -------------� EGRESS
I
0 0 0 0 0 0
A
COUNTER TOP BRACKET DETAIL
! Braden AIA, Pro t1.14nne Budding Corp.
rchitects - Planners
411 S.E. Coconut Avenue THE W I I� D S C
el (112) 281-8258 THE
ax : (112) 281-8283 S anish Lakes
mail: bradenaiascomcast.net S LueIE� Countlorlda
�1 'A1QL dafteer-nnnna�
Vanity to be
34 Y2"high
SECOND
BEDROOM _o
IJ A.F.F. _
Flat Ceding
- 12'-8"
THiRD
iq
BEDROOM
J
ih a'-O" A.F.F.
Flat Ceding
J
4� 4, 'J 12'-8"
R-a Baea Irm" an -
Provide auto 150 Amp
closer Panel
�-----------------�
I
1
I u
'GOLF CART b
GARAGE
13' -O"
9'-O"
w
W
w
w
F
Square Footage Breakdown
Total A/C Space = 1,153
Covered Porch Total = 212,1
Garage = 4. J
Total Cubic �t = 14,02`� under Roof Total a= 2,4�
Date Drawn : Revisions
REAR 3-1-i8
PORCH Drawn bg:
c.c.U.
LEFT Checked bg:
D.R.B.
a-
i
in
Sheaitl
2.
OF 5
>�B
ct
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL
9.
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
10.
ADS
ARE DESIGN LOADS AREAS
FOLLOWS.
F
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSi
ROOF ( = 4-7S
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY =PER
PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 2'4 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11.
ALL REINFORCING STEEL
SHALL BE GRADE 40, MEETING ASTM A -Ili, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10
A-35 SPECIFICATIONS.
ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR
12•
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
ALL DOWELS, SLEEVES.
CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH
BOLTS AND FRAMES SHALL
BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS ANDS
ECIAL 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 18 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM of 2500 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION
FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: I-I/2"
le.
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
�•
14.
LAP ALL REINFORCINGSTEEL
A MINIMUM OF 48 BAR DIAMETERS.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
USE STRUCTURAL GRADE
WOOD WITH A MINIMUM Fb OF 1400 PSI
ATTENTION OF THE ARCHITECT.
e
14.
ALL STANDARD LUMBER
SHALL BE SYP WITH A MINIMUM Fb OF 1000
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHER
hI PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11.
ALL LUMBER IN CONTACT
WiTH ANY CONCRETE OR MASONRY SHALL BE
FOUNDATION
FLAN
LAN
PRESSURE TREATED.
FASTENERS TO HAVE MIN. GI85 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in Writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide.
Provide (2) filled cells on each side of openings from 6 -O" to 9'-11"
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)
4. 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 40, meeting ASTM A-l(. 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 -
at each idled cell
4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
14'w x 14"d concrete monolithic
= footing with (2) #5 bars cost.
14"
f I TYPICAL FOOTING DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
40
x6 410/10 WWM on 10 mill Visqueen over
clean compacted termite treated fill
#5 bar cont.
10" (2) #5 bars cant. bottom steel
12"
L/ DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = I'-O"
12' x 12" concrete column
block filled with concrete
and (2) #9 bars vert. tied
into lintels above Verifg house slab
height in field
Top of factor
IL" below finished Pilo r
77
�e
..... _4
30"
LUMN FOOTING DETAIL
SCALE: 1/4" = 1'-0"
FOOTING SCHEDULE
not
Sim
Description
I
14'W x 14-D
MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS
12"111 X 148D
MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET
30" x 30" x IVD
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
88W x 8"D
THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS
14"W x 14"D
With Curb at Garage
MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0'
19
120W X IS"D
MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET
Thicken edge to 8"x8"
with concrete and 4" concrete slab with fibermesh OR
one #5 bar continuous VxL" 410/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated rill
#5 bar vert. w/
30" overlap
at each filled cell
Adjust curb haligfit
based on gar. floor
slope.
95 bar in curb \
sais maw'.
14"
SCALE 1/2" = II-O"
4' concrete slab with
0YA, #10/10 WWM on 10
clean compacted termit
'-p" a F.F.
OR
eon over
fill
14"w x 14'd concrete monolithic
Footing with (2) #5 ars cost.
GARAGE CURB DETAIL
4" concrete slab with fibermesh OR
6 xd 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar co
�) DETAIL AT 9GARAGE STEPDQ " WN
SCALE 1/2" = 1 -O"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x L" PT wood secured with \
3/8"dia. x L" 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 NITS
PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location U5 From Footing To Tie Beam
Double Filled Cell Column
NITS
s
0001//[ 0
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Sinale Filled Cell Column
III 7
rel YseVII /-%I F--%
Architects - Planners
411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
(112) 281-8283
E-mail:
bradenaiascomcast.net
NITS
n
12' x 12" concrete column block filled O
with concrete and (2) #1 bars vert. tied-
intoI I
-1lintels above
Iz° e,-loY,° I e'-loY,° ee
10,-0" ft
V -3"
— — — — — FI — — — —
M
I I
I FI I
4„ I
L FI
I� I
�L
ry
Thicken footingg to
I 24"w x 14"d x 24"L
I under Pilled cell
a under grader bearing.
I FI Rear (Patio/Slab to �" FI
be Plust with bottom of
alidin door recess.
P Slope I"
i I
i
II I I -i
-67
o —i
T J ® ®� — J Filled cell under
girder above
o r
I
p Rear Porch Slab to
I 4 W - be poured separeteig
Ofrom House Slab.
I �
I a
-;
FI
°I
I
I I
I I
I I
¢oncrete slab with fibermes OR
I
=sin
4"x6" 10/10 WWM on 9 mil Vlsq an over
3 U
I cleat compacted termite treat fill
a
m�
I
I I
°
I I WASHER DRYo
I I
el
-i
I
II
I
-i
I
o
IFI I II
I i c
rN
I I
°I I
. I I
o I i
w in I OW I
I i I
°I I I
4" concrete slab with fibermesh OR FI I
I I VA" /10 WWM on 6 mil Visqueen over
cleal compacted termite treated fill
\ I
rncROW"ll
NON -VENT REF.
H.B. i ° as' CLEAR I
aS�qvl, Ballard
■still on this sheet
i
r 44" T�"—'I I
I
L Ate AccessII I
°
I
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le
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2'-8"
W4nne Building Corp.
THE WINDSOR
Spanish Lakes
St. Lucie County Florida
�2
I
I°
I
I°
I
le
rl I Meter and panel
t — — — , — — — — © — J either aide or
veres
e e ° service ae�
° iWi
00*4
150 Amp
= C'J L Panel
4" Gtip I I
tlf
'i 3e I
I I
°L---- - - - - -J
e --5" Recess for
iqGarage Door
r
T-O" 2'-8"
Date Drawn Revisions : S ai
REAR
Drawn by:
PORCH 588
LEFT k " F t
Checked by:
D.R.B. OF 5
PANEL
"A„
Pales
BR
Load
Wire
Description
circa
circa
Description
Wire
Land
SR
Poles
2
40
1.0 kw
a8
A/C camp
1
2
AMU
s10
3.5 kw
30
2
3
4
2
30
4.S km
alp
40 gal. meter MTR
5
L
R
ai
12.0 ke
5o
2
'1
e
I
20
1 1.8 km
$12
Pump
9
10
Orman,
$10
5.0 ke
30
2
II
12
I
20
1.6 km
812
13
14
Dishwasher
U12
L2 kw
20
I
I
20
1.5 Its
812
Microwave
IS
16
Refrigerator
all
1.2 ke
20
I
1
20
1.5 ka
all
Kitchen S.A.C.
11
Is
Recepts
a12
-
20
1
I
20
LS km
$12
Kitchen S.A.C.
19
20
Recepts
$12
-
20
I
I
120
1 1.2 kw
212
Clothes Washer
21
22
Recepts
212
-
20
I
1
20
0.81 km
sa
Garage Dow Opener
23
24
Recepts
a12
-
20
I
1
20
1.4 kw
$12
25
1 24
Recepts
812
20
I
1
20
1.42 kw
a12
21
28
Recepts
$12
-
20
I
1
16
814
General Lighting
29
30
Recapts
$12
-
20
1
-
1
IS
s14
General Llghteg
31
32
Recepts
a12
-
20
1
-
I
I 16
814
General Lighting
33
34
Extma GPCI
$12
-
20
1
I -
I
I6
s14
General Lighting
36
96
Bathrom GFI
a12
20
1
1
20
s12
Smoke Detectors
31
38
General Lighting
a14
15
I
-
1
20
312
Bathrom GPI
39
40
General Lighting
s14
IS
1
-
spare
1 f1
42
spare
PANEL 'A` LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting l3. walla wig Pt.)
Small. Appliance..Circult(a) ,,,, ,,,,, , ,,, ,, , , , , , , , , , , , , , , , ,
.Range,,,,,,,,,,,,,,, ................... ...................
.Refrigerator..................................................
Microwave. ...................................................
.Dish .Washer ...................................................
,Clothep..W.44hEr...............................................
Clothgs„Drger.... ......................... I ... 4.4.... I.......
.Water, Heater .................................................
Water. Pump ...................................................
Parma. door,Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
1135
3
5205
2
1,500
3 000
1
12000
12000
I
1200
1200
1
1,500
1500
1
1200
1,200
1
1200
4200
1
5,000
5.000
1
4 00
4,500
1
1800
1800
1
810
810
Total Watts
31.416
First 10000 Watts 0100%
1
10.000
10,000
Remainder 21,415 840%
1
O
10.1,111111
Electric Heat or A/C 10,000 945%
1
10,000
10,000
Calculated Load
Watts
30.911L
Voltage
240
Calculated wattage Divided bg Voltage = Total Amps 129.03
Panel size Required = I50 Amps
Electrical SL,Mbol Legend
Single PaloSatohRecessed
Can Light
Double Pole Switch
E ll Recessed
Push Button Satoh
ST
Exhaust Fan
LPE
D lex Outlet
¢
Cah Masted L ht
special Receptacle
0-
Wall Mounted LightWaterproof.
grand fast aterrup
Light with Pull Chan (attic)
Floor Duplex Outlet
Connection Jack
®Carbon
Manstat made Deteetx
4 fFlood
Light
T
Thermo
m
Electrical Panel
Central Vise
8Electri
al Meter
Smoke Detector
Ceiling fan
Television Jack
Telephone JeekAcoISC
A/C Disconnect
®
I x 4 laloreseent Light
®
2 x 4 Florescent LI t
®
Speaker Hook -Up
><❑
Intisreas
PORCH
141 CFM
1011111011111
GREAT
I
�41 CFM I
IOIdOx1 1
DiNING I
ROOM I
I
DWI ! a
I
I
3 TON 1
SEE MANUAL I n��
'J' and Energy
Calculation L - - -
for Ufet info
A I C w. A.
4'4 31
See di
= JUNCTION BOX TO SUPPORT A FAN
A/C dian.
O so THERMOSTAT LOCATION
B/A = Balanced Air
r;W_5
Electric Notes:
s /p AIswam
I %N Condwt
feed
A�
AKEL
1. Use copper wire onlg, no aluminum.
2. Provide and wire all required smoke detectors.
TE
3. Contractor to verify location of electrical
service and provider.
4. ALL
paddle fans shall be on a rheostat.
2' PVC If }iPL
5. ALL
bath and kitchen receptacles to be GFI rotected.
L. ALL exterior outlets to be WP/GPI protectedp
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
s• r, MrVia. PPL
�`"' sale
9. A/C Return Air Balance Must comply w/ FBC RMI602
10. A/C Ref ri r nt lines that are run thru slabs must be
sleeved in�/ELECTRICAL
RISER
11. ALL A/C Egwpment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
- Contractor shall we AL-CU Landing lugs NTS
contractor, the completed system shall be fully operative.
- Contractor shall torque lugs I.A.W.
13. Contractor shall pag for all Tees, permits, testing, and
inspections including blower testing where required.
to
manufacturers rocommendatuxim which
shall be verified pnor to conatructxxi
14. All work shall be coordinated with other trades avoid
with the of construction.
19• The electrical syatem shall be completelg and effective[
interference progress
15. All required insurance shall be provided for protection
grounded as required bg the latest edition of the N.E. .
against the public liabilitg and property damage for the
20. All material shall be new and shall bear underwriters'
duration of the work.
labels where applicable.
IL. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
21. All equipment and panel sizes shall be verified before
the date of acceptance or certificate of occupancy, or one
ordering. The contractor shall provide circuit routings to
gear from closing sale of house.
suit the job conditions.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
22. Furnish and install all fixtures as called for on the plans
other phase of installation that mag have been damaged.
or as selected bli others.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
23. All racewags and pipes placed in or through ang concrete
all items for a complete electrical system and provide all
slab shall be spaced a minimum of three diameters of the
the requirements necessarg for the equipment to be placed in
largest conduit or pipe from any other service.
proper working order.
18. All work shall be done in accordance with the N.E.C. and
24. All dxposed Wire below T-I' shall be installed in metal EMT
shall compig with all local codes and ordinances, and shall
conduit.
meet all standard requirements of the local electric utility
25. Dryer Vents to be Installed per FBC RM1502
and telephone company.
141 CFM
IOIdOx1
•I
® 1
124 CFM 1
IOAOxd
KITCHEN
LENT
- 3a' ELM
o"WING
Ballard
on this sheet
21` x re54'
I Attic Acos
�1
�-►dn -�
GARAGE
r------ ----------- i
I i
I I
I I
I I
I I
I I
I I
I I
I I
124 CFM
IOWOXL
/MASTER
BEDROOM
12W22WO
124 CFM
r-" - 103111011101.
►-i
rLw
bB /AO
12'
IL'
20x2O
F(- i
48
48x4FM
LOSE
CSHER' II DRYER
LAUN
r,
50 CFM
14 CFM
i Wx4
10 cFM
12XLx1
SECOND
BEDROOM
THIRD
BEDROOM
100 CFM
IOxLxL
150 Amp
Panel
I- ------------- -
GOLF CART
GARAGE
I
i
I
I
I
I
I
M CA N I C A L LAYOUT
= THERMOSTAT LOCATION SCALE: 1/4" = 1'-0-
Braden E Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
Stuart_ FL 34994 #AAC000032
Ventdflt
Install oulet
under disc.
not shown for
clarity
WP GFCI
U
a
Wire For
14
a
Front Post
Light
,'� PORCH ~`�
WP GPCI
1
Ile
MASTER
BEDROOM
u W I -' %
I / r
a
I
I � �
I
I
I
I
1 1
GREAt ROOMEq
I 1
LOSET
I L--
o
1 WASHER DRYER
I \
\ LAUNDRY
DINING 1 \\\ oe \I
ROOM I /
101
�100, I III
I
1 ti ITC�HE� _
I
I
II T, owiAYE _
9 iNON-VENT REP•
O SW CLEAR
L III - - oPE
..}} Steel Ballard
See detailon this sheet
r-----
I A 2to xA $
_� iI
am
OPTIONAL PANEL
LOCATION /
SECOND
I `BEDROOM
I
r
- A_ - -
/"ft-� THIRD
/ S---BEDROOM
f WV1
t'la IPie
\
GARAGE / \
/ _L GFCdb
GFCI � \ \ r
a'imii r I ISO Amp IILY'
GFCI .10 GFCI Panel
GM
I Garage I Garage
�
I Door I I Door I
Opener I \ I Opener I
GOLF CART
GARAGE
II to agree/ +Ights GPCI I I GFCI
/
Wynne Building Corp.
THE WINDSO
Spanish Lakes
St. Lucie Countg Florida
WP GFCI
---�_- ELECTRICAL FLAN
a Post Light aith
Photo Get SCALE: 1/4" = 1'-0"
Center Post Light
between driveways I Attic Ventino Calculations
MODEL:
REAR
PORCH
LEFT
Total Attic Space = 2101 sq. ft.'
Venting Ratio 1/150 = 18.00 sqq. ft.
Provide A Continuous Vented S0111t
Date Drawn Revisions
i2-L-I1
Drawn by:
C.C.U.
Checked bg:
D.R.B.
OF 5