HomeMy WebLinkAboutRevision Drawings\700) V,
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal roofing attached to plywood 'deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt 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
deck to trusses using attachment detail on this sheet
12
5/8" thick light textured
stucco on typical concrete
4 1 SLOPE
block construction
Finish Columns with 5/8" thick x 8% cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
LEFT ELEVATION
GulfCoastCoast Supply and MFG 5v Crimp Metal roofing FL #11651_12
2G ga. 5v crimp metal roofing attached to plywood lack using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(typo 2) 30 lb felt underlagment installed with min. 4 aide laps and 6' and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail&
spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detal on this sheet
u
----------------
RiGHT ELEVATION
12
`LOPE 14
IIEGRES1
O
4
— — — — — — — — — — — — — ----,-------- 0'-0' = Finished Floor
0 we
5/8" thick light textured
stucco on typical concrete
block construction
ac.ru=: II"r- — I"—V-
Gulf Coast Supply an MFG 5v Crimp Metal roofing FL #11651.12
2L ggaacrimp. 5v crimp meta roofing attached to plywood clock using #9 x 1.5'
�uood rows with self sealing washer at 12" o.g. max seating over ASTft D
(type 2) 30 Ib felt underlagment installed with min. 4 ode laps and L and
laps rastened with corrosion resistant tin caps and with 1.25" ring shank nails
d L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
9!c.e
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
SCALE: I/4' = I'—O'
12"
5/8" thick x 8% cut'
coral finished stucco bands
2' x 4" top plate I ' 1/2" drgwall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at IL" o.c.
base -board U 11 / 2" x 4" P.T. bottom plate
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max seating over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 ode laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet -�,
MEN 0; PIE 6T
\ 4" concrete slab with fibarmash
OR
VxV #10/10 WWM on G mil Visqueen
over
clean compacted termite treated
fill
Interior Non -Bearing Partition
nts
Braden !
Braden AIA, PA
Wgi ine Building Corp.
Architects — Planners
Coconut Avenue
�C IIII IIII
IIII III iD
TelS.E.
Tel
lii2) 28i-8258
T
�I-�II
E W
Ii Il l J
Fax
: ('112) 28'1-8283
S
ankh Lakes
E—mail:
bradenaiaecomcast. net
g
Lucie Count Florida
At_iiwrf FL
'J1.44At SdOCCJAC3C)'%'�
FRONT ELEVATION
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FSC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
CONCEALED FASTENERS OR ATTACHMENTS
T
ARE THE RESFONSIBILITVOF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
RHGUIRED BYFIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
i/B" Thick cut coral stucco over paper WITHAULAPpucaSiiCDDEs.
backed wire lath nailed to substrate through
one layer of 15 lb felt using Sd nails. Substrate
to be 19/32" CDX Plgwood nailed at V o.c.
In field and edges with IOd ring shank galvanized
nails into truss webbing.
SCALE: 1/4' - 1'-0'
0'-0' = Finished Floor idh
ST. LLC'� 0 "`.TY BIit MEr.DS N
14EVIE\1 ED FOR LI4 L�
REViE1VED BY
DATE
PLANS,A PIE MUST BE KEPT ON JOB
OR NO INSPEC ION WILL BE 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)
Flonda Suilding Cock Reaidentwk 5th Edition and ASCE 1-10 for Wind Loading
Bwldmq Design Is: Enclosed Risk Category: 11 Blind Velocity: 115 mph ultimate
Mean Roof Height: II'-O' Roof Pitch: +12
Internal Pressure CoeFf—inent: t o_1e
Sub,)ectaluktg to damage froau Weathering: Negligible Termites: Vera Heave
Width of Roof End Zone.. 3,_4• Wind Speed: IL5 mph ultimate
wr Wind E*oe Claudication C
Adjustment factor for Expowre Height: 1.21 x 0.1, = 0.126, ASD _ N n
Load Comanation: ASCE 1-10 Section 2.4 DL+LLI DL+O.LWL: O.L L+v L L
Components 4 Cladding Wind Pressure (NET) Roof Zane: I. +201/-32.4 pet
Rod Zone: 2. +204/-51.0 pal
Rod Zone: S. +20.6/-84.0 pat
Components 4 Cladding Wall End Zone Width:_ '- '
Components 4 Cladding Wind Pressure (NET) awl IT Zone: 4.+35.8/'t psf
Wall Zone: S. +38 8/ 9 psf
Components 4 Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3p6f
Shear Walls Considered For Structure? Igs.
Contemn Load Path Provided? YyA�a�
Are Components an Cladding Detain Provided? Yea
Miramum Sal Banning Preaure.2500 psi. Presumptive: X Bg Test: psi
This Balding Shall Have the Following:
APrROVrM BFNITTMS. X IMPACT 4L"s& moTH NlrrHlR
ROOF LIVE LOAD: Al pat ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD:4_ oaf FLOOR DEAD LOAD! 10 ed
JOB
ADDRESS:
Model:
Date Drawn
Revisions
REAR
3-�-18
PORCH
Drawn by:
LEFT
C.C.U.
Checked by:
D.R.B.
® Roof Zone I
Walls Zone 4
® - Rod Zone 2
Walls Zone 5
END ZONE
Caner Zones
Rod Zone 3
OF 5 impact
File COPY.
FLOOR PLAN
Recess tap plate i"w x 3/8'd
q- for steel support angle
CRASH POST DETAIL we detail on th1° shoot �
TYPICAL
NOTES: SCALE 1/4" = 1'-O"
N.T.S.
C
I.
Contractor to verifg ALL notes and dimensions prior to
3L" high by 4" diameter
proceeding
din with Work.
steel crash post. Floor
Flange with 4 - 3/8"
steel countertop support an le
Install L" from each end and-
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts into
one in center of counter.
we angle detail
3.
ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t 50 1 steel plate)
a minimum 1,400 P.S.I. fiber stress.
i"
1/2' drywall
4.
No dissimilar metals to touch.
Zia
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
°
h II b 3 000 PSI t d/ 4 000 P 5 1 t
o
Counter top - verily type
with contractor
12" x 12" Concrete column
block Pilled with concrete and
(2) #1 bars vert. tied into
lintels above
Base cabinet C4
2' x 8' wood studs
at IL" o.c.
2" x 8' PT wood plate
s a e concre a an or . go u mix "3/a" 2'r� KITCHEN ISLAND FRAMING DETAIL
6. Drywall at ceilings shall be leveled and attached to bottom chord ,
of trusses with screws per FBC R'102.3.5. �4 2%;' Attach back to block wall 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
2'/22 h " '
handicap accessrbility requirements. y3,
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
W.H. = Water Heater
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
1/4' die. Elco cone screws with min.
1 I/4' penetration at 12" o.c. max
and 4" max from each corner thru
Exterior loco 2' x i" PT Buck
of well
arm
08 Woad serewa thru �anb into 1I
D e t a l l a t Door each hinge and IS' o e. max and
ear Lo 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/I4' tapcanwith
1 1/2" penetration at i o.c. max.
from each corner and 20." o.c. max
theiealor at ambs and 20' o.c. max
Exterior face at head and mil per product approval
of mall / \ Buck to he r x 4' PT
18. Cry sum
board material shall conform to ASTM
C36,
C�9, C415, C514,
C630, C931
---�x4" P.T. Buck nailed to
C40,
C1002, C1041,C1111, C11-78, C12-18, C1395,
or C1396 and shall
be installed
rdenentails
Detail at Windows p yak with h casehardened
according to the following: (FBC R102.3.5)
Mesanry Beem
Drywall
Framing
Max. spacing
I" x V P.T. Buck nailed to /
block with case hardened nails
NTS
prior to door attachment
Thickness
Location
Orientation
Member
of fasteners
Ned sizing options for
installation of dryNwall into
Spacing
Maximum
wood framing niem6ers
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
�"
12"
13ga 1 3/e' long with 19/64" head
0.048" diameter x 1 1/4' Iona
/2
annular -ringed or Sd cooler nail
0.080' (Ia. X 1 5/8" long with
Walls
Either
IL"
g"
IL"
Direction
15/1.4" headOR
Ggpaum board nail 0.08V die.
x 15/8" with 41/32' head.
Ceding
Perpendicular
24'
�"
12"
13go 15/8' long with 19/64" head
0.048" diameter x 1 3/8" loot
annular -ringed or 6d coder milOR
0.092" die. xx 11/8" long with
Walls
Either
IL"
8"
160
Direction
1/4, head
OR
Ggpsum board nail 0.04115" die.
x 1 I/8" with 19/44" heed
Install SGD thru buck into
block with 3/I6" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/16' tap -con with
11/2" penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter 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 tile surfaces installed shall conform to ASTM A108.1 thru A108.6, - n Masonry Wall;-`.'s L-
A108.1, Ai18.1, A118.3, A136.1 and A131.1 c: , I/2"
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM ..,;',.; `
n
C1288, C1325, OR C11I8 and installed I.A.W. manufacturers recommendations shall Bottom Trac Typical Flooring
be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into
21. Insulation including facings such as retarders or vapor permeable members installed block with 3/I6" tap -con with
within floor-ceilingassemblies, roof -ceiling assemblies, wall crawls aces and attics Sliding D OOr Detail t a I I 1 from
Penetration et 6' .' max.
g p Prom each corner and 20." o.c. max
shall have a flame spread Index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approvalJamb
developed index not to exceed 450 when tested in accordance Wlth ASTM E 84. At Masonry Wall N'�S
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
24 ,,is. 5v crimp metal roofing attached to plywood desk usingIt9 x 1.5'
wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underiagment installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank Maria
spaced 6 o.c. at ail taps and two staggered rows 12' o.c. in held. Attach
deck to truasas using attachment detail on this sheet
Simpson HETpA 2t0 or equal
mltlli ��a) rod or
le I%7° hiuih
( 24' o.c.) supporting Max
18101ba uplift
Aluminum Drip iI
Edge t Fascia
2" x V Sub -Fascia
Kaacan full o vent vin sal i
using I/8' din shards z L5ff long
rodmg nails arch 3/8" die. head
product approval - we chart W
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap
at each Pilled cell`
Grade
al
12
41
9
TYi=ICAL SE
--PRE-ENGINI=TRUSSES
at 24"o.c. c. TYPICAL
(shop drawings by manufacturer)
R-30 blown fiberglass
in bottom chord or trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
_and (1) #5 bar cant. in each row. substitute
Car
lintel filled with concrete and (1) #5
bar cant. for bottom row over openings
1/2" drgwall over Is x furringg
stripa at IL" o.c. with R4.1 rr-Pal
-insulation on typical 8" Block walls
All drywall to be installed per PBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tube etc...)
Fill cell with concrete and
(U u5 bar vert. (typical).
'Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermeeh OR
L"xb" #10/10 WWM on 6 and Visqueen over
/ clean compacted termite treated NO
{ 1111 111m1 1111
.:
_111,,,,1 Illl�i��llll �
11 14" x 14" Concrete footing
with (2) #5 bares cont. and #5
i T I O transverse bars at 48" o.c.
Scale : 1/2" = I'-O"
Window Schedule
Mark
Size
Rau h O en.
Window Description
PRESSURE ZONE
I.
4'-5%s"x 4'-6 %s"
54ks"x 54)s"
Single Hung
ZONE 4
2.
11 5'-3 Ve"
15' x i3 W
Single Flung
ZONE 4
S.
T-2" x V-2h"
21k2"x SW
Seigle Hung
ZONE 4
3'-I' x 5'-3 is"
38' x L3'/+"
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
ALL windows in bathrooms to be tempered
I rough opening dimensions to be verified bg contractor
wi h manufacturers specs prior to construction
Door Schedule
rk
Size
Rough Opening
Door Description
PRESSURE ZONE
9'-0' X 1'-0'
108' x S4'
Overhead Garage Door
ZONE 4
V-O" X i'-8'
4P'/," x 83V
Fiber kiss Panel - lnwmg
ZONE 4
6'-0' X C-8'
14' x 81 i2" 2 =
Skiing Glass Door
ZONE 4
2'-0' X ill
Solid Care - Weed - 6-Panel -t31-raw Isnahed 24' x 81 %2"
2'-6' X 6'-8'
Solid Core -Wood - 6-Panel
5'-O' X V-e'
Solid Care - Wood - 6-Pariel - Slip-Pdd
2'-8" x ill x 13,"
Sokd Con Wood, Steel, or Masorde Doan
2'-8' X V-S'
Solid Care - Wood - 6-Panel
2'-6' X V-e'
I Solid Care - Wood - 6-Panel - Dr -Fold
LL Exterior doors to withstand pressures stated in permit info
)x on sheet #1
4RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
rHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET ul
rough opening dimensions to be verified bg contractor
h manufacturers specs prior to construction
12"
C
Verify attachment
hole location with GC
prior to fabrication
5/8-
steel
0
r
i"
COUNTER TOFI BRACKET' DETAIL
OD
i
a -
in
i
in
fvJ
0
O
a_-1o/2" 12" �- e-lO y,
eluded On Thls
fled cell under
girder above
PORCH
WIRE LATH t STUCCO
CEILING
19'-9"
\�I
I
I
I
I
I
to 9'- " A.F.F.
lil
Vaulte Ceding
GRE,AI ROOM
I
I
8'-O" o T-8" A.F.F.41111l
Vaulted Ceiling
EGRESS
13'-II"
MASTER
BEDROOM
W-O" A.F.F.
Flat Ceding
_T 'Rod t Shair
in -----
4„ �,_3„ 4„
sl 00
U)I J
�I OSE�
L - - - - -
Rod t Shelf
el3l" DRYER 2"
in51
me
LAUNDRY
I �
ROOMINING
I 3, high
3/8' thick steel I counter i s to .T I I
sal
ter top supports �O„ overhang wal 1.5" ;r I I 5,-3„
counter tto aq eq-overhang w15" i" I VI I
t
+41" high wall
o a
I
I
KITC THEN
8'-0" to 9 j" A.F.F. O_
O
Vaulted eling
-
s
Upper cabinets to
extend over Rat.
cR
ON
WAVE
VENT
REF.
L
O
3e' CLEAR
oPENMO
- -
-
if
qr
V�Iw
-A Batts Irodotm Q
�'-�/ .4{"@
Stool Ballard
Provide auto
closer
Set
detail on this sheet
14" x 54' 1
1 0 /
Vanity to be
34 Y2"high
' J\ 1
O 9'- "r1
SECOND
BEDROOM o
8'-0" A.F.F.
Flat Ceding
O
THiRD
BEDROOM
I Attic
At-�-�-- i <Q>
040L
8-O" A.F.FAlli
.
8-0" A.F.FFlat Ceding
Flat Ceding"RAGE
O lock wall in
g rage to be MT IF
i + struck block
EMERGENCY
r---- - - - - - - - - - - - - - EGRESS
I I
I I
I I �
i
I I
I I m
I I
R-0 Botts Ineistw -
Provide auto 150 Amp
�- closer Panel
------------1
I in
� Ib
IC ,�OLF CART
GARAGE
131-01,,
�[c]■[ol __ _ c]■:olfcl����cl[ol■[o: o]■[cl�]
0 e e
Braden !
Braden AIA, Pro
W(nne
Building
Corp"
Architects - Planners
S.E. Coconut Avenue
THE
WIND 5 O R
Telel
(172) 287-8258
Fax
: (112) 281-8283
g anish Lakes
E-mail:
bradenaiascomcast.net
SB Lucie
Count Florida
_Atusert GI
AACIgG 1t0of'_nnnn'A15
,
.�
T
t±l
a-
i
in
Square Footage Breakdown
Total A/C Space = 1153 sq. ft.
Covered Porch Total = 212 sq. ft.
Garage = 45
Total Cubic Ft = 14,024 under Roof Total = 2.4fi
Date Drawn Revisions
REAR
Dr
PORCH awn by:
G.C.U.
LEFT Checked by:
D.R.B.
--I;? 8
Impact
OF S
, VIle �. °PY..
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.
DESIGN LOADS ARE AS FOLLOWS.
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSi
ROOF (DL+LL) = 4-1 PSF
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL.
WELDED WIRE MESH REINFORCING ON 4 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 AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT iN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
1 3.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
1
14•
LAP ALL REINFORCING STEEL 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.
8.
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 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
I'l•
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FOUNDATION
FLAN
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0"
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 2800 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 8'-11" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1"
and Provide (3) filled cells on each side of openings from 10 -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)
6. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-38 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 filled cell
Thicken edge to Vx8"
SEE TYPICAL
SECTIONS with concrete and
one #5 bar continuous
4' concrete slab with fibermesh OR GRADE
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fell °D _
14"
F I TYPICAL FOOTiN(
`14'w x 14"d concrete monolithic
footing with (2) #5 bars cont.
; DETAIL
SCALE 1/2" = I'-
4" concrete slab with fibermesh OR
6"x0 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
_,#5 bar cont.
v-
102 (2) #5 bars cost. bottom steel
2 DETAIL AT 6" GARAGE STEPDOWN
Sr^Al = 1/7" = 1'—n"
12' x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into bnteW above
Top of rooter
I6" below finished floor_
Verefg house slab
height in field
FOOTiNG
SCHEDULE
Mark
am
Description
I
14"W
x 14'D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
129W
X 1400
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30"
x 30" x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WiTH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a O'-O"
12"W
X 18"D
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fell
,o�t Included On This Permit
PORCH SLAB EDGE DETAIL
SC'oLF I/2" _
#5 bar vert, w/
30' overlap
at each felled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
(III IIIIII'I
- 30"x30"xl6" concrete
column footing with (4)
_� T 45 bars each way
DETAIL
SCALE 1/2" = 1'-0"
4' concrete slab with fibermesh OR
6"xb' #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fell
O'-O" a F.F.
OZ7d concrete monolithic
(2) #5 bars cent.
14"
52 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 cont.
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 sod treatment
area shall be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
( i------4
12' x 12' concrete column block filled O
with concrete and (2) #'I bars vert. teed 1 1
into lintels above h,1A
8'-I0Y2" M !Jd
TIT-I �} ® �` — Filled cell underFI girder above o I FI
0
° .4 I
® p Rear Porch Slab to
be poured separatelg L FI
Ofrom House Slab. ° I
I a
Thicken footingg to
I I 24"w x 14'd x 24"L
(] I under filled cell
±10_11 I I LoilL-11 I I I I WILIJ under girder bearing. I
______ w J
I FI Rear (Patio/Slab
1 be flust with bottom of
sliding door recess.
I slope I"
I 1
_4 I FI
i1 I
I I I
I
I I °
° 'f" ¢oncrete slab with flbermes OR
a I 6 x6 �10/10 WWM on 6 mil Vlsq en over
6 UD' 1 clealh compacted termite treat fill
FL, 1
I
1 i a
M[ORYER FI
I
o I FI I I I
I I I
°I I
_ I I
q t�l I I DW
O I I
I 4" A4 ncrate slab with fibermesh OR FI I
6"xb" 1141 /10 WWM on 6 mil Visqueen over
clea i compacted termite treated fell
I
wcRownvE
I NON -VENT REF.
H.B. ° 1 Q 3a' CLEAR I
2 oi"ENiNG
-- Q
W H '' I I
A/C Imo`'' °
#) ° 0 Steel Ballard I 1
1 '10
ee dated on this sheet I 1
I r �r ? '�'1
I I AtU ( I I° �� 1 I°
�, .• _ Q -4 I I FI
Meter and panel
m either «de of
am field venry
° , a ° ° ° service location
2' x 6" PT wood secured with \
3/8"dea, x 6" 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 #1. 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 95 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column Single Filled Cell Column
NTS NTS
I
I
1 ry
1
5
150 Amp
Panel L
4" $
1
0 I
°1
I
A
°
I
� �51
°
-
IF
6,_4"
I
I
I
1
k
I
le
—J
1.5" Recess for ° °
° °
.5" Recess for
°
°
Garage Door iq arage oor
't
T-8" _ _ 9'-O" _T-8" - - 6'-4" �'-8" _ 9'-O" 2'-81,
Braden 4 Braden AIA, PA Wunne Building Corp.
Architects - Planners
411 S.E. Coconut Avenue f I D S C
Tel : (112) 281-8258 I T 11�-IIJ
Fax : (112) 281-8283 5 ankh Lakes
E-mail: bradenaiaacomcast.net St. Lucie Count Florida
Q*,,wrt r.1 '%AgQL nAAr`nnnnA'J
Date Drawn
Revision&
REAR
3-1-is
PORCH
Drawn bg:
LEFT
C.C.U.
Checked bg:
D.R.B.
aFille
OF 5
PANEL
"A"
Pales
BR
Load
Wire
Demotion
code
area
Deoenption
Wire
Lead
BR
Palms
2
40
1.0 ko
88
A/C camp
1
2
AHU
Olo
3.5 km
30
2
3
4
2
30
4.5 km
sio
40 gal. water HTR
5
i
RWW
86
12.0 km
50
2
�
e
1
20
1.8 ks
#12
Pump
1
10
Dr
810
6.0 kw
30
2
tl
12
1
20
1.6 km
8@
13
14
Dmh=Ww
$12
1.2 ka
20
1
1
20
1.5 km
so
Micremove
15
Refrigerator
s12
1.2 ks
20
1
1
20
1.5 ks
a12
Kitchen S.A.C.
ri
18
Receipts
$12
20
1
1
20
1.5 km
812
Kitchen S.A.C.
11
20
Recepts
812
-
20
1
1
20
1.2 km
812
Clothes Washer
21
22
Recepts
812
-
20
1
1
20
0.81 ka
am
Garage Door Opener
23
24
Recepto
$12
-
20
1
1
20
1.4 kw
all
25
24
Recepts
812
-
20
1
1
20
1.42 kw
$12
21
29
Recepts
s12
-
20
1
1
jr,
$14
General Lighting
21
30
Recepts
a12
20
1
-
1
jr,
-
814
General Lighting
31
32
Recepto
a12
-
20
1
I
IS
s14
General Lighting
33
34
Exterior GPCI
812
20
I
-
I
1s
214
General Lighting
35
3L
Bathroom GPI
812
-
20
1
1
20
s12
smoke Detectors
S1
38
General Lighting
all
I
1
20
$12
Bathroom GPI
31
40
General Lighting
$14
ai
I
a are
41
42
a are
PANEL 'A' LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watte)
Genoral Lightrng..(3. watts eq it.)
. Small. Appliance, Circult(a) . . .. . . . ..... . . .... . . . . . . .........
Range.........................................................
Refrigerator ......................
................................. ........
Microwave
........I .....................
.Diah .Washer ...................................................
�1.?4bP!..w.Asher...............................................
Clothes..>�r9er................................................
.Water, Heater ...................
................................
Water, Pump ...................... ............................
. Garage. Poor. Opener....... _ , ...............................
1136
3
5.205
21,500
3,000
1
12,000
12,000
1
I 00
1 00
1
1500
1.500
1.200
1 200
5.000
4 00
1800
1
1200
1
1,200
I
5.000
1
4 00
I
1800
1
810
810
Total Watts
31415
First 10000 Watts e100%
1
10,000
10.000
Remainder 21,416 040%
1
O
10.96i
Electric Heat or A/C 10.000 965%
1
10.000
10.000
Calculated Load
Watts
30.4I66
Voltage
240
Calculated Wattage Divided by Voltage =Total Amps 129.09
Panel Size Required - 150 Am s
Electrical SL,mbol Legend
S
slinglif lode Switch
®
Recessed Can Lght
Daibw Pew Switch
Egarball Recessed
Pe
Pwah Button switch
Or
Exhaust Pan
sse
Duplex Outlet
¢
Cmhrq Masted Light
speaal Receptacle
0-
Well Masted Light
Waterproof. ground fault aiternip
t with Puy Chan (attio)
®
Floor Duplex Outlet
a
Computer Connection Jack
®
Carbon Monaode Detector
4&
Plead Lightt
Thermostat
19
Electrical Panel
®
Central vac
IM
Electrical Meter
Qa
smoke Detector
Caning fan
®
Television JaA
®
Telephone Jack
„co c
A/C Dueatneat
®
I x 4 Ploreseent Light
®
2 x 4 Florescent
®
Speaker Hook -Up
0
Intereae
= JUNCTION BOX TO SUPPORT A FAN
= 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.
5. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GF1 protected.
1. Recessed cans to be installed per NFFA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen. Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1402
10. A/C Refri er nt lines that are run thru slabs must be
sleeved in AVM
11, ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all _fees, permits, tee{ing, and
inspections including blower testing where required.
14. Ali 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 liability and property damage for the
duration of the work.
16. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical agstem and provide all
the requirements necessary for the equipment to 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 teleehone comeanu.
I Si/Cardfeed
niwi�
2' PVC (
ISO
M
PANEL
3 TON
SEE MANUAL
'J' and Energi
Calculatiot
for Unit inrr
2' rW service PPL I i-o 1S eorit l%mr 'in 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
19. The electrical agatem shall be completely and effectively
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected by others.
23. All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters 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, pryer Vents to be installed per FBC RM1502
Install oulet
under drat.
not shown for
clarity
WP GFCI
U
Q
Included On This
PORCH �` EP
' wP Grcl
MASTER
BEDROOM
u (ID I -- j
I
I
I ® l
I
I �
I 1 �--
/ a
GREAli ROOM
I 1
iI LOSET
----
I \
I \
I \ o
\ ABHE DRYER
I \
I \♦ LAUNDRY
DiNiNG 1 .`'♦1
ROOM 1 ,
�i I II
0
If
1 i I
I �ITCIIHEI
W.H. GFC
A/C
u1 4 Steel Ballard
See detail on this sheet
Wire For a
Front Post
Light
MEC,!-ANICAL_ LAYOUT
0- THERMOSTAT LOCATION SCALE: 114 " = I' - O "
r-----
1 A ie xAwass- -r
/ 1
#/ l
OPTIONAL PANEL
LOCATION /
GARAGE
GFCI
/
GFCI /
/
r-------- ®------- 1
Garage
I Door' I
l Opener l
I I
I
0
�I
to garage iiphts
O Post Light with
Photo =I
Center Post Light
between driveways
Braden t Braden AIA, PA Wynne Budding Corp. MODEL:
Architects - Planners
411 S.E. Coconut Avenue JJ I I I i �I O REAR
Tel : (112) 281-8258 H W ' `t D PORCH
Fax : (112) 281-8283 S anish Lakes LEST
w E-mail: bradenaiaecomcast.net S . Lucie CountV Florida
"tiU1Pt 121 A40101L ltAAr'nnnn'%1
I�1-4
SECOND
1 \I�EDROOM
THIRD
---BEDROOM
119
\
Z
wP GFCI
J� GF1D
150 Amp I)
/ GFCI Panel L
GPM
Garage
Garage j
i Door l
l Opener I
GOLF CART;
me GARAGE I Gro
�
GFCI
I I
ELECTRICAL FLAN
SCALE: 1/4" = 1'-0"
Total Attic Space = 2101 sq. ft.'
Venting Ratio 1/150 = 18.00 sq. ft. reguiredr. y
Frovlde A Continuous Vented Soffit
Date Drawn : Revisions : SrML
12-6-11 1.
Drawn by:
C.C.U.
Checked by:
D.R.B. OF 5