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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crnnp 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 0
(tgpe 2) 30 lb felt underlagment installed with min. 4 side I" and V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank netts
spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
5/8" thick light textured
12 stucco on typical concrete
4 SLOPE block construction
12" .
)H .. „
COVERED
PORCH O O.... V0
o,19111-e.'a dog
b,
Frrnsh Columns with 5/8" thick x 8% cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
LEFT ELE,3a ATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
2L gga. 5v crimp metal roofing attached to plywood neck using
wood screws wrih self sealing washer at 12" o.c. max spacing over
AS D
(tgpa 2) 30 Ib Pelt underlagment installed with min. 4 aide laps and L' and
laps fastened with corrosion resistant tin caps and with 1.25" ring afiank Wads
spaced 6 o.e. at all la and two ata�a wid rows 12° o.c. rn field. Attach
dark to trusses using attachment detat on thra afieet
12
`LOPE 14
Q'-O" = Finished Floor
--_------ -, --—---
"t!'!+',6'01"`gin,:
5/8" thick light textured
stucco on typical concrete
block construction
RIGHT E—L.,EVATION
SCALE: 1/4' - 1'-0'
Product Approval
Opening Schedule swing Doors, overhead Doors,
811dins Doors,
sine
Opening
Typet2-3
NNOA/IP R
Product
Yodel /
Manufacturer
Gla
FL# 239.3
Single Hung
S mP-a00 ct
PGT
5'
A
IL-0330.02
Overhead
Garage Door
�M,odels824i/811
19,M& ax max height
DAB
_
B
FL# IL614.1
Fiberglass
g
neesm Pro/
5mooth Pro
Jeld-Wen
C
FL# 251.5
Sliding Glass
Door
Series 110
PGT
1"
Tgpa
Product
NOA/FL
NUMM
Model /
Manufacturer
Mullion
FL# 2M.1
I" x 2 3/4' x .316"
PGT
[mat
in p
Roof
FL# 11651.12
5V Crimp
Metal Roofing
Gulf
and
Coast Su I
manufacturing
200
;
IMA
a
�c
Sides
Stucco on Block
-
Soffit
FL# 12198.3
Model T4 12" vented
Vingl soffit
Kagcan
Inst
#8
xurric
Panels
I have reviewed the above and approved it
by r.
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.8"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb, felt underlagment installed with min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced `-o.c. at all laps and two �staggeredLrows 12« o.c. in field. Attach
5/8" thick x 8% cut stucco on typical concrete
coral finished stucco bands block construction
fa, p ELEVATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1145LI2
26 a. 5v crimp metal roofing attached to plywood neck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM 0
(tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.26' ring shank nails
spaced 6 oc. at all laps and two staggered rows 12' o.c. in field. Attach
desk to trusses ring attachment detail on this sheet
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 10d ring shank galvanized
nails into truss webbing.
im
01ii li� 11ii mmi
5/8" thick x 8% cut / coral finished stucco bands FRONT ELEVATION
SCALE: 1/4' - 1'-0'
2" x 4' top plate I ' 1/2' drgwali ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at Ib" o.c.
base -board 12" x 4" P.T. bottom plater
\ 4" concrete slab with frbermesh OR
L"xL" #10/10 WWM an L mil Viaqqueen over
clean compacted termite treatad fill
Interior Non -Bearing Partition
n t 5
!A IDA Wunne Building Corp.
` %rchitvat — Planners
S.E. Coconut venue � THE W I N D S O I
Telel (112) 281-8258
Fax : (112) 281-8283
" E-marl: bradenaiaacomcast.net Spanish Lakes
At.mirr I`I OA.aaq` it®errnn Si. Lucie Counttq Florida
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUEFOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Bwlding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Buildinq Design is: Enclosed Risk Category II Wind Velocity: I15 mph ultimate
Mean Roof Height: Roof Pitch: a
Internal PressureCoefficient: to -is
Subjectability to damage frog Weathering: Negligible Termites: Very Heave
Width of Roof End Zone: 3,_1` Wind Speed--10—mph ultimate
Wind Exposure Classification: C 1.21 x O.L = 0.�24
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: 0.6DL+0.6WL
Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf
Rod Zone: 2. +20.L/-51.0 paf
Rod Zone: 3. +20.L/-84.0 par
Components t Cladding Wall End Zone Width:31-48
Components t Cladding Wind Pressure (NET) Wall Zone.
e. 4. +35.8/-38.8 par
Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? YYeeaa
Are Components an Cladding Derma Provided? Yes
Mirmaum Sal Bearing Preawre:250® nsi. Preaumntive: X Bu Test: bsi
ROOF LIVE LOAD: 31 par ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: 45 baf FLOOR DEAD LOAD: 10 paf
_el
Roof Zone I
Walls Zone 4
Rod Zone 2
® Wall& Zone 5
END ZONE
Corner Zones
Rod Zone 3
JOB A0QRE35: �,o( .<\--. (��
Model: Date Drawn : �'@Vlslons � Sheet Comm
REAR 3-28-18 s-23-18 Ga sl a
PORCH Drawn bg smo ee l lrJ-1
�•�-u� � � ED FOR
LEFT Checked bg: CODE COMPLIANCE Impact
D.RnS. ?-%T 1 1rr%rc i+n11u11r%1 OF 5
Recess top plate L"w x 3/8"d
for ort stle
eel
demlonthis sheet
FLOOR
PLAN fe�
CRASH POST DETAIL_
TYPICAL NOTES: SCALE I/N4 = 1'-0" N.T.S. C
steel high by 4" diameter
1. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor Steel countertop support angfie
proceeding with Work. Flange with 4 - 3/8" Install V from each end and _
expansion bolts into one in center of counter.
2. Contractor to STRICTLY enforce ALL OSHA Requirements. Slab nzior b so k5i steel plate) see angle detail
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress. 6" 1/2' drywall
4. No dissimilar metals to touch. 2h" 2W'
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �..rr
/2"
ALL Concrete used for vertical filled cells, coat, tie beams etc., to 0
h Il b 3 000 PSI concrete and/or 4,000 P.S.I. grout mix o
Counter top - verdg tope
with contractor
12" x 12" Concrete column
block filled with concrete and
(2) #1 bare vart. tied Into
lintels above
Be"
cabinet iv
2' x 8" wood studs
at IL" o.c.
2" x 8" PT wood plate
b
L. Orywalleat ceilings shall be leveled and attached to bottom chord "3/5" 2'h" KITCHEN ISLAND FRAMING DETAIL
r FBC R102.3,5. 0of trusses with screws pe
1" ALL wood in contact with concrete shall be pressure treated. 2�2
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
surveyor to set in field. �2"
13. Separation between residence and garage shall be per FBC R302.6
14, Door between garage and residence shall be I-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have aflame -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 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.G. R314 - see permit info box of code edition
39o113aChlalC430,
ned31
18. Cboard , C11C15 r C94 ndsleisall
according to the following: (FBC R102.3.5)
Drywall
Location
Orientation
Framing
Member
Max spacing
of fasteners
Nat wvio of dr for
of dr wall into
Thickness
Spacing
Mawmum
installation
wood framing mom or*
Nails
Screws
2' x min. thickness
Ceding
Perpendicular
24"
1"
12°
13ga 13/8oR g with 19lL4' Mad
0.098' diameter x 1 1/4" long
annular -ringed or 5d coder red
OR
0.080' dle. x 1 5/8' long with
Walls
Either
IL'
8•
IL'
15/L4' head
es OR
Ggpaum board nail 0.086' dia.
x I b/8" with 9/32" head.
Ceding
Perpendicular
24'
7'
12"
13ga 15/8" long with 19/64" head
0.098" diameter x 13/8" lay
annular -ringed or Ld coder nod
5
0.092" die. x I T/8' long with
Walls
Either
li'
8
IL'
Direction
1/4" head OR
Gypsum board nail 0.0915' dia.
x 1 1/8' with 19/L4' hoed.
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru AiOS.L,
A108.1, AIIII AIIII A136.1 and A131gg.1
ASTM
20.C1288, Cement, OR ent C1118 and slnstalledpat
I.A.W. um a anufacturerss in rrecommenance dat 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 accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R314-
Gulf Coast supply and MFG 5v Crimp Metal roofing FL #II651.12
24 a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max shaking over ASTM D
(tgpe 2) 30 III felt underlagment installed with min. 4 side laps and V 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
Simpson HETA 20 a equal
hurricane anchor at each trues
with (10) IOd x 11J2° nails
( 24' me.) sup
paUng May
18101ba. uplift
Aluminum Drip, ;
Edge E Pacla
2" x L" Sub -Fascia
Kaycan full o vent vinyl soffit ii
uarngy 1/8' die shank x 1.5' long
roiling nails with 3/8' dia Mad
product approval - use chart sh
5/8" thick light textured
stucco on topical concrete
block construction
#5 bar vert. w/
30" overlap
at each filled cell
Grade
it
MASTER
�� 12°I
BATH
I � •os
2" I 1
iAv-i l
KITCHEN
uiii i � �'+
NNN, I
I
I
iav-w I
r
LAUNDRY 2. j
Ip"
3' �` f�i
I
„
1
tAv 2'
;
LA -1
2-
I i
22
e1mo_1 3• J
2'
wo-i
a.4'� BATH 82
SANITARY RISER
Window Schedule
Mark
Size
Rou h D en.
Window Descri tlon
PRESSURE ZONE
1.
4'-5ia" x 4'-L i."
54 %s"x 54 Ys"
single Haig
ZONE 4
2.
6'-2%a'x 5'-3 %"
15' x 63 %<"
Hump
ZONE 4
2'-2' x 3'-2h"
21�2"x 38Wa"
Simple Hupp
ZONE 4
3'-1' x 5'-3'/a'
3 r x L3'/1"
single Hong
ZONE 4
ALL Windows to be aluminum Windows w/ tint
and mullions per elevations.
ALL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified bg contractor
with manufacturer a specs prior to construction
,
i
Door Schedule
Mark
Size
Rough O enin
Door Description
PRESSURE ZONE
A
9'-O' X i'-O'
108' x 84"
OverhoW Garage Door
ZONE 4
B
3'-O' X 6'-8'
4r i;' x III
F1be1 lass Panel -
ZONE 4
C
6'-0' X L'-8'
14' x 81 i2" FM s0iL0'
sbdmip Glass Door
ZONE 4
D
T-0' X V-8°
solid Care - Wood - L-Paul -St-Fold
Fmmhad 24' x 81 h"
E
2'-i' X L'-8'
solid Core - Wood - i-Panel
F
6'-0" X i'-e•
Sold care -Wood - L-Paful - Br -Fold
G
'-8' x III x 13;'
sold Care Wood. Stool. or Masonate Door
H
2'-8' X V-8'
Sall Con - Wood - L-Penal
d
2'-L' X V-8"
sold Con - Wood - L-Pmul - Bi-Fold
ALL Exterior doors to withstand pressures stated
box on sheet #I
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
in permit info
AND SHALL
ON SHEET #I
Attach buck to block wall with
1/4" its. Elea cone across with win.
1 1/4' penetration at 12' o.c. max
and 4" max from each caner thru
E ill two 2" x 6' PT Back
NINE
enn
i8 Wood saran thru jamb into buck
at each hays and IS' sic. maw end
Detail at Door new to door atacMu'M
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADERL AND
SILL BLOCK PRIOR TO OUGK p
INSTALLATION
r
Instaii windaes thru buck into
block with SAV topcanNth
11/2' penetration at L' o.e. max.
from oaeh earner and 20." 9 max
therrefter et bs and 20
Exterior face at brad and oil"
0 per product epprova9
of wall 13wk to bo IN x 4' PT O
1'x4' P.T. Buck nailed to
lock with coos hardened nails
Detail at Windows prior to window attachment
NTS
12"
31,
Verify attachment
hole location with GC
prior to fabrication
3/8" thick
steel bracket
12 I" x L" P.T. Buck Haled to Masonry Beam COUNTER TOP BRACKET DETAIL
PRE-ENGINEERED TRUSSES block with case hardened nails
4 �- at 24"o.c. TYPICAL prior to door attachmen
b P t )
(shop drawings y manu sic wren
R-30 blown fiberglass
in bottom chord of truaeee
I/2' drgmall with smooth hash
Two rows of beam block filled with concrete
and (1) #5 bar cost. in each row. Substitute
lintel filled with concrete and (1) #5
bar cant. for bottom row over openings
Car
1/2" drywall over IN x furringQ
-foil
strips
at IL" o.c. with R4.1 fin
insulation
on typical
8° Block walls
All drywall to
be installed per FBC R102.3.1
and &hall meet all pertaining ASTM codes.
W
Mortar to be Type M onlyy proportioned per FBC RLO'1.1
and Mortar fonts shall comply with FBC RLO'1.2.1.
Provide Dur-O-Rock at all wet areas Isix. showers. tubs etc...)
Fill cell with concrete and
() #5 bar vert, (typical).
Max. spacing shall not exceed
Wood
48" unless otherwise noted
see foundation plan notes for
Base
spacing at openings
4" concrete slab with hbermeah OR
L"xb" #10/10 wwm on L mil Visqueen over
clean compacted termite treated fill
���
�-
14° x 14' Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 48' o.c.
TYPICAL SECTION
Scale : 1/2" = 1'-O"
Install SGD tfiru buck into
block with 3/I6" tap -con with
;`..:�:,c" _r,::,-,;•-,;;:;
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
00
Use 3AL° tap -con with
11/2" penetration at 6" 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
Masonry Wall
Bottom Trac
Typical Flooring
Bill Install SGD thru buck into
block with 3/I6" tap -con with
Slid/2"
rig
D oor
at L" max.
I
Detail t a i l
mpenetration
."
from each corner and 20." o.c. max
thereafter at jambe per product approval Jamb
At Masonrg Wall
NTS
Braden ! Braden AIAe
Architects - Planners
411 S.E. Coconut Avenue
Tel (112) 281-8258
Fax (112) 281-8283
E-mail: bradenaia®comcast.net
in
O
O
kn
o-
I
a-
i
in
IVpL. T-H I IV/ 0"t-%
El'-10Y2°
Filled cell under
girder above _
I C
PORCH
WIRE LATH t STUCCO
CEILING
19'-9"
IL'-O" _ _ 31 9"
15'-3"
Y2, T-7 k2,
EGRESS
13'-II"
MASTER
BEDROOM
W-O" A.F.F.
Flat Ceding
i
I
8'-O" to 9'-I " A.F.F. Rod L Shelf
Vaults Ceiling -
in r - 11-31, 41,
GREA� ROOM
I I 10SEW.
r-1„
N L Rod E Shelf
W45HE'R DRYER 2"
9,_3„
I LAUNDRY
0 9'-8" A.F.F. I
Vau toil Ceiling IcrP
n� o
ROOMII 34 )12 "high b 42"
3/8" thick steel I counter mops to T I I
cow ter top supports
CN
overhang wall 1.5° r I I 5' -4
inter t e to
5"
any wa 1.5" L" 1 J
TRY
00tIKITO
Dw 1 a a +41" high wall
I"HEN
OD
8'-0to 9'-Ir A.F.F.
Vaulted �edmg Apper cabinets to
I o I extend ove Ref.
CR WAVE
NON VENT REp,
L - - - or CLEAR
v
^� m
\ -a seta hNdwtW O
J 44 4 Steel Ballard Provide auto
See detail on this sheet closer
1 W �1
r----- )/ 1
22' x 54'
Attic Access fD� z
L
8'-O" A.F.F. OL
Flat Ceding
ARAGE
O Of
lock wall in
g rage to be O MT
N struck block
. EMERGENCY
r----------------i EGRESS
I
I I -
I 1
I 1
1 1 "
j I
II ri
Vanity to be
34 Y2"high
in
SECOND
BEDROOM q
8'-0" A.F.F.
�
Flat Ceding
®o-
R-0 Batts Inelatim
Provide auto 150 Amp
closer Panel
-----------------�
I
b
I
IGOLF CART
GARAGE
0][Dl �1Wu e7[cl■la: VI■I011O}
0 e •
Wunne Building Corp.
THE WINDSO
S anish Lakes
S Lucie County Florida
C,w
IK
w
d
W
F
Square Footage Breakdown
Total A/C Space = 1,153
sq. ft.
Covered Porch Total = 2-12
sq. ft.
Garage = 459
sq. ft.
Totem Cubic Ft = 14,02,E under Roof Total IN 2,484 sq. ft.
Date Drawn :
Revisions :
Sheet
Comm
REAR
3-28-19
Drawn by:
5-23-I8 Garage floor slope and
smoke detector revision
2.
15-1588
PORCH
LEFT
C.c.u.
CODE COMPLIANCE
Impact
Checked by:
D.R.B.
ST. LUCIE COUNTY
OF 5
C I 7N_UL. I U1'l/`-tI_ IX�./ 1 1;.—
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
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
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4.000 PSI GROUT MiX AT 28 DAYS
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WiRE MESH.
5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LiFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATiON FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30Z STEEL.
il. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14, USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
Id. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 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....
5. Contractor to provide filled cell With concrete and I #5 bar Vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from 6'-0" to 9'-Il"
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)
L. 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 LO, meeting ASTM A -IL 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/ Thicken edge to 8"x8"
SCALE: 1/4" = I'-O"
FOOTiNG
SCHEDULE
Mark
am
Description
I
14"W
x M"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 140D
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
30"
x 30" x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"111
x B"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 I8"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each Pilled cell fi � ECTIONS one 45 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated Pill
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
Y
OE.
I= I 14'w x 14"d concrete monolithic
tooting with (2) #5 bars cont.
14"
1= I TYPICAL FOOTING DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
68
x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
10" (2) #5 bars cont. bottom steel
12"
2 DETAIL AT 6" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block tilled with concrete
and (2) s1 bars Vert. tied
into lintels above
Top or rooter
16" below finished floor_
Cdl�l�if►f�
Verifg house slab
height in field
PORCH SLAB EDGE DETAIL
Aral P 1/9" = F-
#5 bar vart. w/
30" overlap
at each Pilled call SEE TYPICAL
ECTIONS
Ad,luat curb height
based on gar. floor 4' concrete slab with fibermesh OR
slope. Ox6" 910/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated Pill
:.,ILIA IIIIIII
� 30"x30"xl6" concrete
column footing with (4)
#5 bars each wag
TAIL
14"w x 14"d concrete monolithic
footing with (2) #5 bars cons.
14"
4" concrete slab With fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar coot.
101, (2) #5 bars cunt, bottom steel
12°
DETAIL 'A T 9" GARAGE STEPDOWN
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x 6" PT wood secured with \
3/8"dia. x V 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
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
4+5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location #5 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
12" x 12" concrete column block Pilled tJ pL. r- H 1 I C/ / O L
with concrete and (2) #1 bars vert. tied I O
Into lintel& above 35'-0"
1 8'-IOY2" 8'-IOY2" IS'-3"
7 r m 10'-O"
w
—I " a e _i—i_i—i—i_i_i_i a e
et J ® — � Filled cell underO I — — — — ® FI — — — — , °
girder above O I FI
= , °
p Rear Porch Slab to FI
be poured sepaLratelg I
ofrom House Slab.Thi
I w I
I I 24"mcxel4 d x1kn n24"L , e
zL
under Pilled cell
" e ° ° ° " I under girder bearing. I " uU
;a a
r on
I FI Rear IPatio/Slab to 4 FI
be fluall with bottom of if
° sliding door recess. I °
I Slope I"
I
i
I ,
-i FI °
i
I I I
I i ie
I
I I o
4" ¢oncrete slab with fibermes OR
m� I 6"x6" �j10/10 WWM on 6 all Visq en over H,B.
u V cs I cleah compacted termite treat fill
I
rim) I
I-=N
I
I WASHF_�R DRYER , �—
I I FifF-
e, I I°
i I
I
ei I II
o I FI I I I I o
� I I
e1 le
I.—
In
I I DW
I F-
4" ancrete slab with fibermesh OR FI I "
Cx6" /10 WWM on 6 mil Visqueen over
cleai compacted termite treated Pill
I
MICROWAVE I °
I NON-VlNT RED.
H.B. ° I Q 3M CLEAR I
2 oraNiNr"
_-- O O
A/C H. --- � -- , I °
#i ° 4"4' Steel Ballard
el -See detail on this sheet I I -
1
I I lul
Atm Asswas
a0 11 5-23-18 5-23-19 ppen
IQ -i I I a 1 6 I eieitherside of
l
awm flea verdg
_ ° ° service location
ni O 150 Amp ,rm�
4"s � ° Panel
_JN5-23-18
I--- — -----J E ® o-- —lq� ----- ° O O 1.5" Recess for e ° O ° ° .5" Recess for °
I arage oor I 1° I °I Garage oor I I
2'-8" 1 9'-0" 1 T-8" 1 6'-4"
Braden I. Braden AIA, PA
Winne Building Corp.
Architects - Planners
el S.E. Coconut Avenue
THE W i N D S O R
BTel (172) 287-8256
Spanish Lakes
Fax : (112) 281-8283
E-mail: bradenaiaecomcast. net
g Lucie Count Florida
J
n+.InP+ PI AdgciL weer-nnnnA'�
REAR
PORCH
LEFT
Date Drawn
3-28-18
Drawn by:
C.C_U.
Checked bg:
D.R.B.
-a" 1 9'-0" 1 2'-8"
Revisions : Sheet
5-23-18 Garage floor slope and Comm #
smoke detector revision
REVIEWED FOR � " irJ—I5
CODE COMPLIANCI Impact
ST. LUCIE COUNT' of s
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie Provide #5 bar act in pre -cast
lintel into beam where length of
Strap trues to well using Simpson MGT with Simpson HETA 20
ROOF i� %` j� I 5/8" din. threaded rod with min 12' in embedment hurricane anchor at each truss
I A I Y " " into beam either wet set or in epoxg wiifi It
`C9Cal�` I/2 I -O (22) IOd nails into truss. Add blockin to ETA 20 2-4 o.c.) sup ortin Max.
truss le r detail on this a eat
ROOF SHEETING
ATTACHMENT DETAIL
filled cell steel into continuous
beam block steel.
the opening calls for it,
°p g
i u g per 1810 I S. u Ift
- Overhangs at I -O unless otherwise noted on this sheet p
11
- Roof pitch at +12 unless otherwise noted on this sheet ;:::::.:>.,:::: .:>:,.::. :°.:;::::::.•::,...:,: ;::::.;
I. Minimum Nall Size = 8d ringshank (min. 2.5" long)
-.- =�
Provide Cast -Crete --- -
= '1 -- = ° -
- Truss shop drawings to be provided by manufacturer
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
BUS-OB/OT precast - - - - - - -
lintel set in mortar _ -4
- --- --- '
_ -- -
4
BI -too
- Any changes to this plan shall be submitted to the BI
4. Use nails or screws bas d on press re for root stated
in permit info box on these plans for zone 3
Min. S' Bearing -- --
,.
- - - -- ---�-
•. - •
architect for approval In writing prior to starting construction.
.' '• • •• • ,•,
— ALL TRUSS TO TRUSS CONNECTIONS BY oW- BI
4 FT
1. l,l
i•I
TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
I►t
,
Provide PT Buck ;- ,
to construction for layout and uplift verification
4 FT
attached per u I I Poured Filled Call
etails into filled ee
-Contractor to provide for Form Board Survey and to provide
4 FT 4 FT
1-
I'll
Form Board Survey to Truss Company prior to truss construction
_
4' Silllceat I I! 11
Kell
Area
Ede
Field
Fastener
ax.
Zone 1
6"
6"
8d ring shank
45 psf
Zone 2
4"
8d ring shank
-16 pef
Zone 3
8d ring shank
84 psf
** Zone 3a
4"
6"
#8 wood screw
112.5 psf
** Use nails or s rews based on res ure for r of stated
in permit Info box on these plans or zone
Verify with Plan
Concrete
/Lintel
Column
`1
Rebar
to Lintel
Rebar
48 Bar Dia.
Min. Overlap
12"
Block
Attachment
BEAM SCHEDULE
Mark !,or
ize and Descrl Lion
Two robeam block filled with concrete and 1 u5 bar
BI continuoin each row. Hook vert. bar over top bar with
s5 90°end bar with a 100 min. lap at top bar.
Provide #5 bars with min. 48 bar
Fliametore overlap in filled cell. Tie
filled cell steel into continuous
rooter steel.
tinConcrete Pouting
. schedule
(
`TL:.� _ sea rooter
for exact aloe)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = l'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4° b to Vert. leg of
trues oa th IOd x I. naib at 4• o"e.
I Sampson MdoGdTinto
sead going
east biai and (A IOd w%Ii!rlmto tress
TRUSS BLOCKING DETAIL
AT GiRDER STRAPPING,
AT CENTER BEARING PO
NTS I
1/8" thick ligght textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 felt paper using Sid nails. Substrate
to be 14/32" CDX Plywood nailed at 6" o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
erewa scrod awith self sealing washer at 12" o-a max spacing over ASTM D
!type 2) 30 lb felt underiagment installed wrt•h min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Additional recast Lintel #6 bars Lintel Bar Clear "A"
"Bit
Length Length Span Bars Bars
)`tiNr 1 u, l 1 1 t v 1 r n n , n
i .:,r � � `:. :•' � � � 2 -10 2'- 8 I -6 2,#3 none
t----J t----J IL----J
3'-6" 3'-4" 2'-2" 2,93 none
8F8-OB/(T SP8-I8/IT SPO-►S/2T
dditional 4'-O" 3'-10" 2'-8" 2 #3 none
#5 bars
Tno
3'-2"2,#3 none
Row ot'H"'ck Above ;`;5'-4"5'-2" 4'-O"2,#3 none
5'-10"5'-8"4'-C2,#4 none
recast Lintel r Additional rI 6-66-45-42,44 none
#5 bars t____J
l'-O" 4'- 2` 2,45 none
SPIL-IS/IT SPI6-IS/2T T-O'" 2,#5 none
NOTES:
I. min. coverage a steel=1.5"
2. aim- beanng required a me, and=ld" ALL reinforcing steel is grade 40,
3. standard for remr. steel=A57M AGIS
TYPICAL LINTEL SECTION
If PRECAST CONCRETE )
LiNTEL SCHEDULE
Mork
lWindow
ood
ulor tw
W
I
Lintel
sale
aat-Crete
Specification
Rome or
"HAbo Black
"
flatus
Sine
T�
Sin
Max,
LMaL
PLateral
L22
2'-2'
V-6'
SPS-OS/IT
I
#6
$069
l i9
1024
L3I
4'-0-
sPe-OSAT
1
85
29LI
SAS
ills
L45
41-50
6'-10'
SFS-OS/IT
I
all
1106
909
334
L50
6'-O'
I V-P
sPe-OS/IT
1
85
1238
836
121
LAO
6'-s"
1'-N
wee-onAT
I
all
loll
12i
934
LSO
8'-O'
T-4'
sPS-I5/2T
1
#6
2
06
152
611
612
L90
T-O"
10'-6'
sPe-I8/2T
1
85
2
#6
643
530
401
L9013
T-O'
10'-6'
11P16-115I
ONE
I
all
2
#6
MISS
1183
401
LIOO
10'-O'
I'-4'
eP8-1151
1
#5
2
#6
682
444
452
LIOOS
101
II1-4'
8PI6-6/2T
ONE
I 1
86
1 2
all
is"
1028
452
L120
12'-O'
IS'-4'
OPe-I5/2T
I
#i
2
all
411
428
324
LI20S
rl'-O'
IV-4'
SPI6-6/2T
ONE
I
all
2
1015
110
324
LNO
14'-O'
15'-4'
8PI6-6/2T
ONE
1
8i
2
=0
609
269
LI60
I&I
IT-4'
SPS-IS/2T
1
85
2
t#05
$00
M2
M4
LFS
IL'-0'
II
sFl6-ia/2T
ONE
I
all
2
q6O
600
I"
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER W-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurmcana anchor at each truss
with (10) IOd x 11/2' nails -
1 24" o.c.) wpporting Max.
18101bs. upidt
Aluminum Drip _
Edge t Fascia
12"
2' x4"
Kagcan full o vent vinyl adfit installed
using 1/8" dia shank x 1.5' long poly.
roofing nails with 3/8' dia. head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled Pith concrete
and (2) #1 bars vert, ti#T__ --
into lintels above
thicken edge to 8"x8'
with concrete and
one #5 bar continuous
BEYOND
Top of rooter
IV below finished floor
���i���lllllllllll!li �
�i�l lilllllllllll IIII.+�+
12
4r
honmrmal now
into vertical a
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd I
at each web m�"\
Is -rib lath
vertical wood
. to pronde
.ration into
3/4' penetration
members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each Pilled call
Rear Patio/Slab to
be Plush with bottom of
sliding door recess. IR Wood
Step
4 Slope
per
per
foundation
foundation
plan -
plan
Brace Gable end
with 2" x 4" SYP #2
Sift back nailed to bottom
of top chords using (2) IOd
nails at each truss
RE -ENGINEERED WO
a 24"o.c. TYPIC,
if shop drawings bg man if
,,R-30 blown fiberglass
in bottom chord oP trusses
-1/2' drgwall with smooth finish
Two rows or beam block filled with concrete
-and (U #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
or cont. for bottom row over openings
1/2" drywall over I" x furring
strips at Ill" o.c. with R4.1 fi-foil
-insulation on typical Sit Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" onIy proportioned oar FBC R601.1
and Mortar joints &hall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas lax showers, tubs etc...)
Fill cell with concrete and
(U #5 bar wart. (typical).
`Max. spacing shall not exceed
48' unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with Pibermesh OR
Vxb" #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
Provide downspout
lip
ro �w =
hurricane anchor at each truss rroriOe vwrsspwr
( 24" o.c.) supportingg Max.
1810 lbs. uphft
(
N
W
to
to
� X
ci
r
N
< W °n a
a
z-c
v
in
OD
Ewe -
NON
1-2-19
PANEL
"A"
Plot
BR
Load
Wre
Deeenptioa
are$
arc#
I Desenptioa
Wire
Load
BR
pdn
1
20
1.2 ke
$12
RerriWeter
1
R
ai
12.0 ko
60
2
1
20
1.2 ke
812
ClsLhas Washer
3
1
20
1.5 ka
812
Kitchen S.A.C.
5
6
Druer
s10
5.0 ko
30
2
1
20
1.6 ko
$12
Kitchen S.A.C.
1
6
1
20
$12
Bethrsoa Rearpte
9
10
Ar Ccnciapw
010
5.0 ko
30
2
-
1
20
1.2 ke
$12
Diahasehar
11
12
1
20
1.2 ke
812
Micranve
13
14
Ar Handler
s10
15.0 ko
30
2
1
16
-
s14
General Lighting
16
li
I
16
a14
General Lighting
11
18
WH
010
5.0 ke
25
1 2
-
1
15
-
814
General Lighting
19
20
1
15
-
$14
General Lighting
21
22
GDO
&12
0.81 KU
20
1
I
I6
-
sl4
General Lighting
23
24
Spare
Spare
26
24
$pan
Spero
21
28
Spare
Spore
29
30
Spare
PANEL 'A' LOAD CALCULATION SHEET
Load Description
atm.
I Watts
Total(Watts)
General Lighting l3, watt® ag, ft;),,,,,,,,,,,,,,
Small. Appliance. ,Pircult(o ......... ......... .......... . .
Rang?.........................................................
, Re f rigeretor , , , , , , , ,
Microwave
Dish Washer
,Clothes, Washer ..............................................
,Clothes, Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Water Heater ..............
Garage. Door.Opener.......................................
1135
3
5.205
2
1,500
3,000
1
12.000
12.000
1
1200
1,200
1
1.500
1.500
1
I 00
1,200
1
1.200
1.200
I
5 ODO
5.000
I
4 00
4500
I
810
810
Total Watts
35AI5
First 10000 Watts e100%
I
10,000
10.000
Remainder 25A15 e40%
1
O
10.241,
Electric Heat or A/C 10.000 065%
1
10.000
10,000
Calculated Load
Watts
30.244
Voltage
240
Calculated Wattage Divided by Voltage =Total Amps 12L.02
Panel Size Required 150 Am s
Electrical SUMbol Legend
$
Sir
gle Pole Switch
®
Recessed Can Light
$j
Double Palo Switch
®
Egeball Recessed
e
Push Batton Switch
Exhaust Fan
-8
Duplex outlet
¢
Ceding Mounted Light
Speaal Receptacle
♦
Wall Mounted Light
erpr ground fault circuit
Light with Pall Chain (att e)
®
Fkxx Duplex Outlet
©
Computer Connection Jack
®
Carbon Manmade Detector
412
Flood Light
T
Thermostat
m
Electrical Panel
Central Vac
8
Electrical Meter
®
Smoke Detector
qV
Ceihng fan
®
Television Jack
Telephone Jack
� osc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
Q = JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION
B/A = BALANCED AIR
MECHANICAL LAYOUT
SCALE: Iki = 1'-0"
l Z-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc-
A/C disc.
(3)
ail THHN Copper
2" PVC Schedule
40 conduit Bpg
PA„NEL
200a rated
meter can
2" PVC ( FPL)�-"t
schedule 80
2' riaid service FPL
rods
ELECTRICAL RISER
#2/0 AL SER Cable
With #1 Grnd
2' PVC Schedule
40 conduit sleeve
ISO
Into attic
MCB
PANEL
200a rated
meter can n
bonding
point 2" PVC ( FP
schedule 80
2' riaid serve
- Contractor shall use AL-CU Landing lugs_
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
banding
Pont
grains rods
_ ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
3 TON
SEE MANUAL
•J' and Energy
Cah:ulation
for Unit into
FM
PORCH
141 CFM
iOxlOxl
GREAT
141 CFM
103111100
DINING
ROOM
141 CFM
IOidOxl
Z••
12xl22xI00
r-n
12'
I
124 CFM
IOxlOxi
/MASTER
BEDROOM
WX4
9 CFM
LOSE
WASHER DRYER
LAUNDRY
124 CFM
IO)dOxt
a
rLw
i
Ih91dO
B/A
5o CFM
II DW o
I I12x6xl
SECOND
C4 CFM IO cX I 14• BEDROOM
KITCHEN I
NOC N� VENTIx
20x2O
Q T W. j
L - - - -12xl2x11
i;B/A
�•ee detail on this sheeTHIRD
__UJI BEDROOM
22• iI100 CFM
AuxI O Y 1 ( IOxix�
GARAGE
r----------------- T
I I
I I
I I
I I
I I
I I
I I
I I
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- Verify AiC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
- Venfg AIC/KiC Rating prior to ordering equipment
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I.
Use copper wire only from panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects for less From
20. All equipment and panel sizes shall be verified before
2.
Provide and wire all required smoke t Carbon
or a period or not than two years
ordering. The contractor shall provide circuit routings to
Monoxide detectors_
the date of acceptance or certificate of occupancy, or one
suit the conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
,lob
service and provider.
Correction of defects shall be completed without additional
21_ Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
Recessed cans to be installed per NFPA requirements.
IL. It is not the intent of these plans to show ever minor detail
22. All raceways and pipes placed in or through any concrete
1.
Tamper resistant AFCI receptacles are required in
oP construction. The contractoshall Furnish and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
8.
A/C Return Air Balance Must complyy w/ FBC RM1402
the requirements necessary for the equipment to be placed in
9.
A/ C RRefri��.aecc��rii1t.. lines that are run thru slabs must be
see inYVG
proper working order_
order -
23. All exposed wire below 9'-1' shall be installed in metal EMT
I1. All work shall be done in accordance with the N.E.C. and conduit.
10. ALL A/C Equipment shall comply with energy calculation Shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per
II. All work shall be performed bg a licensed electrical meet all standard re ulrementa of the local electric unlit p
contractor, the completed stem shall be fully operative. and telephone company, y F C RM1502
12, Contractor shall pay for all,1'eas, permits, testing, and
inspections Including blower tooting where regwred. 18, The electrical agetem shall be completely and effective[g
13. AI► Work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C.
interference with the progress of construction.
14. All required insurance shall be provided for protection 19. All material shall be new and &hall bear underwriters'
against the public liability and property damage for the labels where applicable.
ko_. duration of the wark_
150 Amp
Panel
GOLF CART
GARAGE I
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WP GFCI
Install oulet
under disc.
not shown for
clarity
-s
Wire For
Front Post
Light
PORCH \tee
® '# WP GFCI
r{
9
/
MASTER
BEDROOM
I 1
I � �
I
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I
.11
GREA-� ROOM
I I
LOSET
I \
\ O
e WASHER DRYER
I e
\ LAUNDRY
DINING
ROOM I ,
0- I
1
01
I
1 1 �r ITCIJHEI
`-'1`
® F I
li \ NicRca%Vx
iNO [-VENT - REP.
r� Sir CLEAR
L _Lila._
'4 Steel Ballard
as detail on this sheet
22• x l 1
1 Attis Ace"a. T .�
L _ ra''-`
/ I
OPTIONAL PANEL ,--/
LOCATION / t
1\ SECOND
1 \BEDROOM
I
l i�l fl r
THIRD
i ri ---BEDROOM
>1/ \
_►a I \
It41 \
I N, \ \
GARAGE / `
/ GFCI A e \ � GFCli
j
tesi 1 150 Amp L GFCI / / \ GFCI Panel li
Garage i \ ^ Garage
I Door Door I
I Opener I \ a I Opener I
\\► I GOLF
GARAGE T
I I 1 I I GFCI
II to garage (lights GFcl I I
/
WP GFCI
ELECTRICAL FLAN
O Post L%ht with
Photo cep SCALE: 1/4" = 1'-0"
Center Post Light
between dmrewags
Attic Ventina Calculations
FBC
Total Attic Space = 2101 sq.ft.
Venting Ratio VISO = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Braden t Braden AIA PA
1ne Bu11d1ng Corp.
MODEL:
Date Drawn :
Revisions :
Sfieet
Comm u
Architects -Planners
44111A#
5-23-18 Garage floor slope and
Smoke detector revision
411 S.E. Coconut Avenue
Tel (-1-12) 281-8258
II�� III * I
THE W (I �l D S O R
Drawn by:
p
C.C.LI.
S anisfi Lakes
Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net
Checked by:
Impact
Stuart FL 3499L #AAC000032
St. Lucie Countg Florida
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