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Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal roofing attached to plgwood deck using #9
wood screws with self sealing washer at 12" o.c. max spacing over
(tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide laps
laps fastened with corrosion resistant tin caps and with 1. " ring
spaced b" o.c. at all laps and two staggered rows 12' o.c. fie
deck to trusses using attachment detail on this sheet
5/8" thick light textured
stucco on typical concrete
block construction
co
o
COVERED
O •: O PORCH
7777777-777,
,--- - - - --T ..- -- - - - - - -
„tom�� " --------- --/A -
-----
isra
5/8" thick x 8% cut
coral finished stucco bands Finish Columns with
5/8' thick cut coral
finished stucco bands
-w SCALE: 1/4' as I'-O'
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL it IL51.12
24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 aide laps and to end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 SLOPE
.. -1" i INCA
PE DRESS
0'-0' = Finished Floor _
%MOO
5/8" thick light textured
stucco on typical concrete
block construction
h"
A IO
SCALE: 1/4' - 1'-0'
Product Approval Submittal Affidavit
Op mb* .. uu Sala` Doane, Osarhead Doors 1111I Doors, WWII di 81�hb
opening
ljpe
NOA/n
N[l11BER
y Product
Model #
Menufaatureu'
Glese
Attachment method
ration
Da
Prenesre
oil' Approved Teets
1.23
t4
FLU 239.3
Single Hung
SH-'100
Impact
PGT
5/16"
1/4' la. tapeoris w/ mn. 13/e' pen.tratr o 6•
spaced per product approval. Contractor ■eal� adhere to
min edge distances specdred in Product approval
+ 80.0 PSF
-
A
I6-0330.02
Overhead
Garage Door
Model 824/811
W-0 max, height width
IL'-o' max height
DAB
-�- -
i s� "�v..,n sin,�!: �c�� NLC Mat'!
(fir s�. °a.r��" -F.S da.x.�tn �
a at C�* .�. _ -F.E b b ms
revAs /W an rag"
10-9-21
+ 50.0/-LO.O pat
FLU ILL14.I
Fiberglass
Deign Pro/
Smooth Pro
i
Jeld-Wen
Eleo 1/4' din. an with min 1.25' ambadment et 3' max
from corner■ and.5' o.c. nex thereaher m heed and iambs.
+
_ 50.0 PSF
FLU 251.3
Sliding Glass
Door
Series 110
SGD
PGT
1" nom
Tgpe "GSA"
IM-_'-c�a. tapcans w/ inn^ I (3/4c penetrauo i tt�o
wt 1%Z edge distancesaipecifiedrin Productoer to
± 40.0 PSF
Product NOA/FL
NUMBER
Maidel #
Manufacturer
Attachment Method
aYoirationDesign
Dn
Pressure
of Approved Tests
w
Mullions i
1 FL# 241.1
�.
1' x 2 3/4" x .315'
PGT
Instal! or fastener tgpe and spacing■ shown in Table IA and IS
in product approval on sheet 5 or Z2.
+ 58.0 PSF
ROOT FLU IIL51.12
5V Crimp
Metal Rootm 9
Gulf Coast Supply
and manufacturing
2L gs. 5v crm.p metal roofing attached to plywood deck using a4 x 1.5"
nooQ su ■rth sell sealing washer at 12 oe. max ■peeing over ASTM D
(tgpe O Ib felt underle
sip 3 yment installed ■rth min. 4 side laps end L' end
laps fastened with corrosion resistant tin ceps and with 1.25" ring ■hank nails
■D eed t' cc. at all Ins and two staggered rows 12 o.e. in Rold. Attach
deck to tni■■s■ using attachment dative an roof plan
- 108.$ PSF
Siding
Stucco on Block
a
isOfit d FLU l2198.3
Hurrican
Pae1.m
Model T4 12" vented
Vinyl SoPPrt
Ka can
9
Inatell using 2" x 2" battens at V o.c. screwed to soffit framing using
#8 x 3' uood screws et each truss^nails Install solong ring ffit to battens usin g
dia. head.
+5SA/-35.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
i
Gulf Coast Supply and MPG 5v Crimp Metal roofing 1 FL #1165112
2b ga. 5v crimp metal roofing attached to plgwood nick using ,lt x LS' ' �I
wood screws with self sealing washer at 12" o,c, max spacing aver AST" D
(tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and 4, ' and
laps fastened with corrosion resistant tin caps and with 1.251 rmg'.shank nails
spaced L" o.c. at all lapa and two staggered rows 12" y 'qI Id. Attach
deck to trusses using attachment detail on this sheet
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
SCALE: 1/4' - 1'-0'
Gulf Coast Supply and MFG 5v Crimp Metal rooPmg FL #11431.12
26 a. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5"
wood' screws with sell sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
?aced L" o.c. at all laps and two eta gered rows 12" o.c. in field. Attach
deck to truseve using attachment detai on this sheet
i/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 4/32' CDX Plywood nailed at 6" o.c.
fieldand edges with 10d ring shank galvanized
nails into trues webbing.
\5/8" thick x 8" a cut
coral finished stucco bands FRO A T IrDIN
2" x 4" top plate drywall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at 14" o.c.
base -board
2" x 4" P.T. bottom plate
.iyJ:`'M1'�. viCl1 'iJi.^fN i'h..�i� 'Wi :�Ir� �O:,�v{:.k,.: .Y �v.:l}':i;(i:iJ. i.v :..✓-'i;.l �r
4" concrete slab with fibermesh OR
6"x60" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior
Non -Searing
Partition
nts
raden t
Braden ,4 ® A
Wunne
Building
Corp.
Architects - Planner's
411 S.E. Coconut Avenue
Tel
H F.
1 S
: (112) 281-8258
Fax
E-mail:
: (112) 2 ®1-8283
bradenaia comcast.net
_
;�Itsha
- _
Stuart. FL
34991. ##AAC00e)D32
, - , Lucie
County Florida
8'-I" BEARIN
i IV
SCALE: 1/4" - 1'-0'
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
BuildingDesign is: Enclosed Risk Categor • II Wind Velocity: I65 mph ultimate
Mean oof Height: IIII'-OO'Roof Pitch: 4.12
Internal Pressure ant: t0_In
Subjectabdity to damage from: Weathering: Nealislible Termites: Verg Heavu
Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate
Wired Exposure Class fication: C
Adjustment factor for Exposure Height: 1.21 x 0.6 as 0.126 A8D deal n
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+OAP L
Components t Cladding Wind Preawre (NET) Roof Zone: I. +20.6/-324 pat
Roof Zone: 2. +20.6/-51.0 pal
Roof Zone: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width: 3'_4'
Components t Cladding Wind Preasure (NET) Wall Zone•. 4.+3g5.8/-38.1 pat
Wall Zone: 5. +35.8/-41.8 pat
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal
Shear Wells Considered for Structure? Yea
Continuous Load Path Provided? -Yea
Are Components an Cladding DeiT Provided? Yes
P(irsmum Sal Bearing Preswre: si• Presumptive: X B at. psi
LBLE RO
.qUC-T APPROVAL- FOR -IMA T P O E TION F R O E IN I
ROOF LIVE LOAD: 11 pat ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: -45- pet FLOOR DEAD LOAD-10 sal
JOB ADDRESS:
Model; Date Urawn
3-28-18 5--18 r.
a F. A R Drawn by:
cORCH C.C.U.
RIGHT Checked bg:
D.R.B.
floor
and
f y:
Rod Zone I
Ways Zone 4
W011a�one 5 Zone 2
END ZONE
Corner Zones
Rod Zone 3
T, 1.,: -
i���'° Comm #
1�-is9B
OP 5 i1
ST. L ClE C01, N r
occ Il u'I- i'
FLOOR
L J� � I
f� I �
FLAN
4"
CRASH POST
D E T A I i
for st top platen L"w x 3/8"d
far stoml support angle
Dee detail an this sheet \
Counter top - vmrlPy typo
with contractor
15'-3"
p36'-0"
8'-IO Y2" I
" , 8'-10 Y2" J I "
TYPICAL NOTES: SCALE 1/4" = 1'-O"
I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter
proceeding with Work. steel crash post. Floor
P 9 Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. L.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2V 2�,"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to �2
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord 3/e" ° 2�"
of trusses with screws per FBC R102.3.5. f
1. ALL wood in contact with concrete shall be pressure treated. 2
8. ALL wall dimensions are nominal and not finished wall or stud dimensions. O o
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.
13. Separation between residence and garage shall be per FBC R302.6 G"
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
M. 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. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C�ib0, C1002, C1041,CII11, C1118, C1218 C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Locagon
Onrntation
Framing
Member
Max Dpacmg
M L fasteners
Nail shin options for
g
oP drywall into
Spacm
Maamug
installation
wood framing members
Neils
Screws
2' x min. thickness
Ceiling
Perpendicular
24"
1"
12'
13ga 1 3/8' long with 19/L4" head
0.098' diameter x 1 1/4' Ion
%2
annular -ringed or 5d coder nml
OR
0.080' die. xx 1 5/8" long with
Walls
Direction
IL
8"
IL'
15/64' headR
Gypsum board nail 0.080 din.
x 1 5/8" with 9/32' head.
Ceiling
Perpendicular
24"
12`
13ga 1 5/8' long with 19/44' head
OR
0.098' diameter x 1 3/8' long
11
annular -ringed or Ld coder nail
8
0.092" diaR
x1 1/8' long with
Walla
Either
IL'
8"
IL'
Direction
1/4 head
OR
Gypsum board nail 0.0915' die.
x 11/8' with 19/64' head.
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325. OR C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanying smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L' o.c. at all laps and two staggered rows 12' o.c, in field. Attach
deck to trusses using attachment detail on this sheet
N.T.S.
Steel countertop support angle
Install L' from each Qnd and a o 0 0 0 0 0 o a
one In center oP counter, i Base cabinet a
see angle dotml �. ° EGRESS ° 12" x 12" Concrete column
2' x e" wood studs block Pilled with concrete and
I/2` drywall at IL" o.c. 13'-II" O p (2) #i bars vert. tied Into
lintels above
2' x 8" PT wood late 1 Filled cell under
p ° r girder above PORCH
WIRE LATH t STUCCO
CEILING
KITCHEN ISLAND FRAMING, DETAIL 19'-9"
I' r VTR
I2 MASTER ! w
luwi I ` BATH 3. d 1 �e
I I .e\' '� KITCHEN
luvi �3a 1 2" LAUNDRY v o
1 1 I 1 12a
1 2'1
I I J �vi _. 2" 2' 2' IL+Vi
3" sNeai 2"
Window Schedule
Mark
Size
Rough Olpen.
Window Description
PRESSURE ZONE
1.
4'-5Ys"x 4'-L !ls"
54Ye"x 54V
single Hang
ZONE 4
2.
V-2 Ye"x 5'-3 %"
15` x L3 %;'
Single Hung
ZONE 4
3.
2'-2" x 3'-2'/2"
21Y2"x 385w"
Single Hung
ZONE 4
3'-I" x 6"-3 :"
38' x 63'/4"
Single Hung
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
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
is -on X T-O'
108' x 64'
Overhead Grage Door
ZONE 4
B
V-O" X V-8"
416'/4" x e3N"
Piber Parcel - limmoung
ZONE 4
C
L'-OM X L'-8'
14' x 81 'h" r.�:'
Slldmg Glass Door
ZONE 4
D
2'-0' X 6'-8'
Solid Core - Wood - L-Panel-Bi-Pdd
Pmnhed 24' x M %2"
H
2'-6' X V-8"
Solid Core - Wood - L-Panel
P
5'-0' X 6'-8"
Solid Core - Wood - L-Panel - BI-Pohl
G
2'-8" x L'-So x 1
Solid Core Wood. Steel, or Masarate Door
H
2'-8' X V-8'
Solid Care - Wood - L-Panel
J
T-6' X V-8'
Solid Core - Wood - L-Panel - Br-Pold
ALL Exterior doors to withstand pressures stated
box on sheet 41
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 manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET #1
Simpson HETA 20 or equal
hurric ne anchor at each truss 12 Masonry Beam
with (q0) IOd x 11/2' nails I" x L" P.T. Buck nailed to
( 24' o.c.) supporting Max 41 - PRE-ENGINEERED TRUSSES /
18101bs. uplift at 24 o.c. TYPICAL prlark with
ettachmenE Wads
(shop drawings by manufacturer)
Aluminum Drip - !� R-30 blown fiberglass
Edge E Fascia in bottom chord of trusses
I/2" drywall with smooth finish
2" x L" Sub -Fascia Two rows of beam block Pilled with concrete
and (l) #5 bar cont. in each row. Substitute
Keyean fun o veim vmgl aofne mstall.d precast lintel Pilled with concrete and (1) #5
own 1/8' do shank x 1.5• long gale. bar cost, for bottom row over openings
roong nails with 3/8' die. head par
product approval -see chart sheet #I 1/2" dr wall over I' x furrin
stripa A IL" o.c. with R4.1 pi -foil
insulation on typical 8" Block walls
5/8" thick light textured = All drywall to be installed per FBC R T02.3.1
stucco on typical concrete and shall meet all pertaining ASTM codes.
bo
block construction Mortar to be Type "M" onlgg proportioned per FBC RLO'I.I -
and Mortar fonts shall comprg with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vert. w/
30' overlap Fill cell with concrete and
at each Pilled cell (l) #5 bar vert. (typical).
nx acing shall not exceed
wood 48" unlspess otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Grade
-III �I 14" x 14" Concrete tooting
with (2) #5 bars cost. and #5
transverse bars at 48" o.c.
TYPICAL SECTION
Scale : 1/2" = 1'-0"
BATH S2 BMW-
SANITARY RISER
rite
Attach buck to block mall with
1/4' die. Elco cone screws with inn.
1 1/4' penetration at 12' o.c. max
and 4' max from each corner thru
Exterior two
2' x L" PT Buck
Grip
a8 Wood screws thru jamb site book
Detail
it each We@ and 15' a c. max and
at Door ;or to doorattachment
NTS
•i
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB. HEADER, ANDirl
SILL
BLOCK PRIOR TO BUCK
INSTALLATION
Instal windows thru buck into
block with 3/I6' tap -eon with
1 1/2' penetration at 6' o.e. max
frow each corner aid 20.' qc. max
thereafter at .Inaba and 20 o.c. mqx.
Exterior face
at head anall per product approval
of mail
Buck to be i' x 4' PT
V arias
I'x4' P.T. Buck naled to
O e t a i l
lock with cans hardened nails
at Windows prior to window attachment
NTS
12"
Verify attachment
hole location with GC
Install SGD thru buck into prior to fabrication /
block with 3/I6" tap -con with 3/8' thick 6„
1 1/2" penetration at 6' o.c. max steel bracket
/from each corner and 20." o.c. max
thereafter at head per product approval
3"
Use 3/14" tap -con with COUNTER TOP BRACKET DETAIL
1 1/2" 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 EY
y ::,;....
Bottom Track -'--Typical Flooring
Bill Install SGD thru buck into
block with 3/16" tap -con with
Sliding Door Detail 1 1/2" penetration at 6" o.c. max
from each corner and 20." o.c. max
thereafter at Jambs per product approval) Jamb
At Masonry Wall NTS
Braden It Braden AIAe PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
18 E-marl: bradenaiaecomcast.net
H.B.
MASTER
BEDROOM
Flat Ceiling
I
/11h
I
GQ I
Rod E Shelf 8'-O" tol9'-B" A.F.F.
T Vaulted Ceiling
in
J GREAT' ROOM
N
�LOS T I o I
I
_J I i
Rod I Shelfif
r
3l" o I
to be
high
3'-4"
J I
9' 5" O
V
EW"
SECOND
Q BEDROOM
jiia'-O" A.F.F.
Flat Ceiling
12'-8"
DRYER ASHER I
Las
LAUNDRYA-JkI
I
8'-O" to 9'-8" A.F.F
r Vaulted Ceiling
I
�V anityO be DINING
34 Y2"high 1 1 ( ROOM
T counter tops to 3/8' thick steel
5'-3" I I ;t- overhang wall I.S. or „I counter top supric rts
THIRD,
BEDROOM
r
/k8'-0" A.F.F. i)
qV Flat Ceding
�r-
12'-8" i<1
�R-11 Batts bdiam Provide auto
closer
150 Amp
Panel - - - - - - - - - - - -
� I I
GOLF CARTI
cr-
GARAGE
in I 13 O"
tops to
1 wall 1.5"
+41" high wall
o i OW
LEI I 1
KITCHEN
I
to
19'-B" A.F.F.__
a
Vault
d Ceiling m
O
Upper cabinets
to
-
1
extend over Ref.
REf.
MICRO
NON-V
INT
or CLEAR
OPENING
L
---
-
lr
-
Provide auto
R-1 bet- hxukmm� '�
O
closer
4'40 Steel Ballard
J
Sae detail on this
sheet
F\st W ,
2 Ile
-
L_-.__
8'- A.F.F.
Flat Ceiling
GARAG
Ole
Block wall m O
Ill.
M7 °
°
/garage be
T-8
a
ck r+
struck block
Q//
°c
EMERGENCY
EGRESS
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❑° °❑ v
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REVIEWED FOH
2'-8° 9'-0"
_ 2 e„_3PI
L' 4„ 2' B"
-_ _
9' 0" 2' e"
_�
CODE COMPLIANCE
F
35'-0°
STe LUCIE COUNTY
UOCC
Square Footage Breakdown
Total A/C Space =
1,153 sq. ft.
Covered Porch Total =
212 sq. ft.
Garage =
459 sq. ft.
Total
Cubic Ft = 14,024
under Roof Total =
2,484 $4. ft.
U1 nng Buildin COP .
g P
Date Drawn :
Revisions :
Sheet
Comm
REAR
3-28-18
5-'23-I8
Garage floor slope and
'''
THE W i N D S O R
PORCH
Drawn bg:
smoke detector revision
�% ^
16 -15 913
RIGHT
C.C.U.
Checked by:
,
Impact
S anish Lakes
5 1 Lucie County Florida
D.R.B.
OF 5
7 11CUII I U1IZZI/"�L IX1�J I >=.7'
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 2,600 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.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
S. 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 #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
11. 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.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING.
FOUNDATiON
FLAN
I An
chnn es
to
Inns must
be submitted to the architect SCALE: 1/4" = I'-O"
forapprovalbefore 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 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to T-11"
and Provide (3) filled Galls on each side of openings from 10'-O" and Up
Contractor to see plans forany other condition used. Foundation walls
shall have filled cells at 24fs o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey - Farm Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
FOOTING
SCHEDULE
Mark
scar
Cesar
twn
I
14"111
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 14"0
MONOLITHIC FOOTING
- V
STEP DETAIL ON THIS SHEET
30"
x 30" x If."D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"111
x II
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 0'-0"
L
12"W
X 18"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
4" concrete slab with fibermesh OR
Oxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill117
°D _
Grade —_11H I11 H I I 1111
v- auE_ I II II 8n
III PORCH SLAB EDGE DETAIL
'ill I 14"w x I44d concrete monolithic
L footing with (2) #5 bars cunt. SCALE 1/2" = 1'-
14"
#5 W/
TYPICAL FOOTING DETAIL
"bar ovela overlap
30
SCALE 1/2" = 1'-0"
at each filled cell
SEE TYPICAL
ECTIONS
4" concrete
slab with fibermesh OR
Adjust curb height
6"x4" #10/10
WWM on 10 mil Vrsqueen over
based on gar. floor
4" concrete slab with fibermesh OR
clean compacted termite treated fill
slope.
6"x6" #10/10 WWM on 10 mil Visqueen over
#5 bar cont.
45 bar in curb
clean compacted termite treated fill
Grade
de
101,• (2) #5 bars Cont. bottom steel
14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
2"
14"
F 2 DETAIL
AT b" GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
�J GARAGE CURB DETAIL
SCALE 1/2" = 1'-O"
12" x 12" concrete column
block filled with conarete
and (2) aI bars vent. tail
into lintels above
Verify house slab
4" concrete
slab with fibermesh OR
height In Field
6"xd" #10/10
WWM on 10 mil Visqueen over
T of footer
clean compacted
termite treated fill
It. below finished floor
#5 bar Cont.
III III
_
' �
III
30"x30"AC
concrete
t
. `r
-
column footing
with
`a Zn
— __- -- #5 bars each
way
10„ �.
# t. bottom steel
(2) #5 bare con
30"
12
COLUMN
FOOTING DETAIL
DETAIL
AT 9" GARAGE STEPDOWN
®
"
SCALE 1/2" = 1'-0
SCALE 1/2" = 1'-0"
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
termlcide in annular space between sleeve and pipe.
2" x 6" PT wood secured with \
3/8"dia. 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 NTT
IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 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
Double Filled Cell Column
NTS
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
o . l,
.er
A�
,,- Ci
Single Filled Cell Column
NTS
0.
H.B.
A/C
O
i
b-
r------�
12" x 12" concrete column block filled
1
with concrete and (2) #1 bars vert. tied
Into lintels above
8'-102" I
lo'-off
_
— — `a
FI I
I
Filled cell under
I 24"
r girder above 1
I® I
Rear Porch slab to O -
r J
be poured separately 1
ll!
F I
from House Slab. O
N
o
t
m
I
Thicken footing to
24"w x 14"d x 24"L I
°
under filled cell
I
°
XL
under girder bearing.
°
°
., °
9r
°
°
F1
— .I -----
FI
—
— 1
Rear Patio/Slab to
be flush with bottom of
1
sliding door recess.
C,
Slope I"
I
I �•
1'
I
I
I
I i
t•
a `•
a
I
I
F.
II
I
li
I
1
I
I
4" concrete slab with fibermesh OR 1
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
I
o I
DRYER .45HER I
I
I
I
FI j
I
I I
I °
Dw
1 pl 4" concrete slab with fibermesh OR I
6"xV #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
MICROWAVE
RER NON -VENT 1
se• c�EAR °
OPENING n [p77 O O
W.H.
I 4"lli Steel Ballard °
See detail on this shoat
1
I
I
I
IL
I
I
i
IF w
I
FI
I
I �
F51
L—m
F6
-----
r
°
° 11-1
r
—
m
®
(Lto
I'F
0
13'-0
1 O
17
4a"
�°°
------®—N
�IIIIIIIII
F.
1.5" Recess for
—
°
° O 1.5" Recess forg
IL!Jl IL.
O
arage Door
Garage Door
T-8" 1
9'-0.
I _ 2'-8"_ _ 6'-4"
2'-8" 9'-0"
J2'-S-
5raden i
Braden AIAe Pa
Wunne
Budding Corp.
Architects - Planners
-
S.E. Coconut Avenue
THE
H
W i N D S O R
Telel
(112) 281-8258
III
Fax
: 11 281-8283
5 anish Lakes
E-marl:
bradenaiaOcomcast.net
5 Lucie
Countg Florida
v,
H.B.
i~
REVIEWED FOR
Date Drawn Revisions : Sheet
REAR 3-28-18 5-23-18 Garage floor slope and Comm #
Drawn bg: smoke detector revision
PORCH C.C.U. 31 15-159B
RIGHT Checked by: Impact
D.R.B. OF 5
ROOF SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX PI wood
4. Use nails or screws bas d on pressure for roofstated
in permit info box on t�ese pans for zone 3
Ke
Area
Edge
Field
Fastener
P azure
Zone I
8d ring shank
-45 psf
Zone 2
6"
8d ring shank
16 psf
Zone 3
4 of
4 if8d
ring shank
84 psf
** Zone 3a
("
6"
#8 wood screw
112.5 psf
** Use nails or s4rews based on pres ure for roof stated
in permit info box on these plans or zone 3
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel. x-,
Provide #5 bar set in pre -cast ROOF l= L A N Scale : 1/2" = 1'-0"
lintel into beam where length of
the opening calls for it. - /1 L t i f- o u I t h t.4 h h
Provide Cast -Crete - - — - '- - =
SUB-OB/OT precast --- -- - r - -
lintel set in mortar r; _
Min. 8' Bearing - ; --� -� -- ------
ovide PT Buck
.ached per Jamb
ads into felled c
4" Pre -cast
Sig
ver angs a Un ass
- Roof pitch at 4:12 unless
o erwise no a on t 10 s eat
otherwise noted on this sheet
— Truss shop drawings to be
provided bg manufacturer
— Any changes to this plan
shall be submitted to the
architect for approval in writing prior to starting construction.
— ALL TRUSS TO TRUSS
CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss
Shop Drawings Prior
to construction for layout
and uplift verification
Poured Filled Cell — Contractor to provide for
Form Board Survey and to provide
Form Board Survey to Truss
Company prior to truss construction
----- 4 -- Provide #5 bars with min. 48 bar
iameters overlap in filled call. Tie
Bled call steel Into continuous
rooter steel.
L i N
°::i..:',:-, r `: + r'• ..; .. L, . Concrete Footing W
(see tooter schedule
for exact mesa)
DETAIL AT WINDOW OPENING iN
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Had 2' x 4" bloeklnp to vert. leg of
truss with IOd x I.5 role at 4' oc.
Verify with Plan Install HOT Into wI iIwe�g F
Concrete " e ry 5/8" d�cathreaded rod set sat. l2•
Lintel Column 12" into wt bena and (22) IOd role mto truss 0
4J +,
`=
- LU
48 Bar Die. Reber o a t. Q
Reber TRUSS BLOCKING DETAIL av ° w
Min. overlap AT GIRDER STRAPPING: cn
Column to Lintel A t t a c h m e n t
A
AT CENTER BEARING POINT N 4
BEAM SCHEDULE
Mti Mark Size and Descri on
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vert. bar over top bar with
#5 90e bend bar with a 10' min. lap at top bar.
NTS I I
1/8' thick light textured stucco installed per
ASTM C 926 over ASTM D trope 2 pa er backed
wire lath nailed to substrate through one lager of
ASTM D 7gpe 2 felt paper using 8d nails. Substrate
to be 19/32" CDX Pigwood nailed at V c.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12
24 ga. 5v crimp metal roofing attached to plgwood dock using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(trope 2) 30 lb felt underlagment installed with min. 4 side lap* and As end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
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
Additional recant Lin al
Lintel Bar Clear "A" "B"
#5 ban
Length Length Span Bars Bars
2'-10" 2'-8" I'-6" 2 #3 none
3'-L" 3'-4" 2'-2" 2A3 none
OPS-OBAT 8F8-115/117 OFS-18/2T
Additional 4'-0" 3'-10" 2'-8" 2,43 none
�- #5 bars
CLEAN `i3'='' no Row of '+•I" :�:'•. 4'-4" 3'-2" 2A3 none
y- Block Above led," 1 51-4° 5'-2" 4'-0" 2,43 none
_;,�.:• 5'-10" 5'-8" 4'-C, 2 rc4 none
Precast Lintel ! '"x 7
niR
I 6'-6" 6'-4" 5'-4" 2.#4 none
Additions i
i #5 bars i
s----J T_6" 7'-0" L'-2" 2,45 none
NOTES: 8'-4"
BFIL-IB/IT BPI&-IB/2T 1'-10" 1'-O" 2,#5 none
I. min. coverage of atee1=1.5"
2. min. bearing required a ea. end=B" ALL reinforcing steel is grade 40.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Windoe or oar
Unt
WidthSire
Laitel
9aste -Clef to
'He Black or
Above
Bottaa
Steel
am
Tap
Steel
sus
Gwvrtg
Load
IPLF)
Ups t
Load
(PLP)
MLa�ewal
Load
(PLP)
L22
2'-2'
3'-L'
i PS-OB/IT
I
s6
30L41
11111
1024
L31
,
,_1
4'-0"
Bt8-OI!/IT
1
s5
2661
1363
163
L45
III
5'-110"
IFS-OBAT
1
$6
505
101
331
L50
5'-0'
L'-IV
IPS-00/IT
1
06
1234
836
121
LLO
V-S'
T-V
IFB-M/IT
I
s6
IOg
121
534
LBO
V-O'
"I
i FS-IB/2T
1
Iti
2
85
152
611
512
L40
sII
10'-6"
WB-I5/2T
1
$5
2
t6
443
530
401
L1OB
V-O'
10'1
AIL-IB/2T
ONE
1
a5
2
a5
ass
1183
401
LIOO
10`-0'
W-4'
OPS-1111/2T
1
#5
2
85
582
414
452
WOOD
10'-O"
II'-4"
OPI6-I111II/2T
ONE
1
86
2
a6
M66
10118
452
L120
17-0'
13'-4'
OPS-I13/2T
1
#5
2
#6
411
428
324
L1200
12'-0'
13'-4'
111111"1i-IB/2T
ONE
1
$5
2
a5
1016
110
324
LI40
W-O'
156-4"
BPIL-I5/2T
ONE
1
85
2
85
1250
i01
251
LILO
W-O'
IT'-4"
#FS-I0/2T
I
a5
2
85
300
N2
1`114
LILOB
W-O'
IT-4'
OF16-I5/2T 11
ONE
1
$5
2
a6 1
160
500
114
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) War
11/2' nails -
( 24" 11 supporting Max.
1810lbs. uplift
Aluminum Drip
Edge t Fascia
12"
2' x As
Kelican full o vent vI I soffit installed
uwn 1/8' dia shank x 1.5' long gals.
rung nails with 3/8' dia. head per
product approval - see chart sheet #1
12' x 12' concrete column
block filled with concreted� and (2) 81 bars vert. tie -
Into lintel* above
thicken edge to 8"x8'
with concrete and
one 95 bar continuous
BEYOND
Tip of footer
IL below finished floor
12
4
I/2'
Aluminum Drip
Edge t Fascia
Flash and Counter "
flash
Nail ledger to
gable and truss
with (2) IOd " ils
at each web \
1 3/"i" penetration
members
5/8" thick light textured
stucco on tropical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
eliding door race".
Step per foundation plan
Slope per foundation plan
�.semo�om®mwmaanr� ssaaaa
=11 IIII IIII-- r IIII IIII IIII—IIII
II= Ilii III
I llllili=ll I - - -
'IIIII I, I _- � � IIIIIIII_IIIlllllillllllllllllllL�IIIIIIi-.IIII III III -1I
- I II IIII IIII Ills
-- •!' }III ��.I III!
IIII I
- Topical SectIon
Brace Gable end
with 2" x 4" SYP #2
Oft back nailed to bottom
of top chords using (2) IOr
nails at each truss
RE-ENGiNEERED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings bg manufacturer )
\R-30 blown fiberglass
in bottom chord oP trusses
I/2' drywall with smooth knish
Two rows of beam block filled with concrete
and (l) #5 bar cant. in each row. Substitute
precast lintel filled with concrete and (l) #5
or cunt. for bottom row over openings
1/2" drywall over i" x furrin
stripa at IL" o.c. with R4.1 Pi -foil
Insulation on tgpica[ 8" Block walls
All drywall to be installed per FBC Ri02.3.1
and shall meet all pertaining ASTM codes.
o Mortar to be Type limaOnlgg proportioned tier FBC R401.1
and Mortar joints shall comply with FBC RL07.2.1.
Provide Dur-O-Rock at all wet areas fax. showers, tubs etc...)
Fill call with concrete and
ll) #5 bar vert. (typical).
ax, spacing shall not exceed
48' unless otherwise noted
see foundation plan notes for
spacing at openings
4' concrete slab with fibermesh OR
L"xL" #10/10 WWM on L mil Visqueen over
/ clean compacted termite treated fill
IIII��II-�'
at Front Fort
Scale : 1/2" = 1'-0"
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift HETA 20
Strad trusa to wall using Simpson MGT with
5/8 ilia. threaded rod with min 12" embedment
Into beam either wet set or in epoxg with
(22) 10d nails Into truss. Add blocking to
_/trusa leg per detail on this sheet
i
PON
NJ
IM
WNEI
lie
'A
�
i�
91 12"A
IN
W,i
ANN
A—_
IN
0
PA 01 M WA EM NvA Ar
I
I
iLFIAM
n
2 am light
it
Ili
�.
/ C- ETA 20—�>
CProvide darn Simpson HETA 20 Provide for gutter
'p011L hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
QHETA 20D
n
Q
W
n
H
W
O
r
REVIEWED FOH
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
Provide downspout
1-2-19
I Opt. PATIO/SLAB
- - - - - - - PANEL
"A"
Palen
BR
Load
Wire
Description
and
m'C11
Downpaan
Wire
Land
BR
Poles
1
20
1.2 ka
$12
Rerrgeratar
I
Row
#L
12.0 ks
60
2
1
20
1.2 ka
812
Cloths Waahar
3
1
20
1.5 km
812
Kitchen S.A.C.
5
L
Drier
#10
5.0 l s
30
2
1
20
1.5 ke
#12
Kitchen S.A.C.
I
a
1
20
$12
Bethrome Recepts
9
10
Ar Candarmor
#10
5.0 lea
$0
2
-
1
20
1.2 k■
812
Dlahaeewr
n
12
1
20
1.2 ko
$12
Mierouave
13
H
AR 14ander
810
5.0 ks
30
2
I
Is
#14
General Lighting
i5
It.
I
jr,
#14
General Lighting
11
16
WH
#10
9.0 ke
25
2
1
IS
#14
Gemml Lighting
19
20
I
16
914
General LigMing
21
22
GDO
#12
0.81 Kill
20
1
1
i5
914
General Lghtsg
23
24
epee
Spare
25
21,
Spew
Spam
21
29
awe
Spare
1211
1 3ol
apse
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
Watts
Total(Watts)
Ganaral .Lightmp t3, watts. ,sq:. Pt,) ...... . ..................
small, Applmnce,.Crireurt(s>
1R9Dg5.........................................................
Refrigerator..................................................
Microwave.....................................................
Dish Washer
Clg4bee..W.4 }her ...............................................
.Clothes. Druer................................................
Water Heater
Garagq.Door,Opener
I135
3
6 206
2
1,500
3,000
1
12,000
12,000
1
1200
1,200
1
1500
I 00
1
I 00
1.200
I
1.200
1200
1
5.000
5,000
1
4.500
4,500
1
810
810
Total Watts
35415
First 10000 Watts 9100%
1
10.000
10,000
Remainder 25AI5 940%
1
O
10,24L
Electric Heat or A/C 10.000 065%
1
10.000
10,000
Calculated Load
Watts
30.246
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 126.02
Panel Size Required = 150 Amps
Electrical Symbol Legend
Single Pole Botch
®
Recessed Can Light
Sy
Double Palo Batch
®
E I Recessed
rS
s
Push Batton Sm1Lch
Exhaust Fan
D Outlet
Calking Mounted Light
' o
Special Receptacle
Well Mounted Light
Waterprocir ground fault arcut
Light with Pull Chain (attic)
®
Floor Duplex Outlet
d
Computer Connection Jaek
Qen
Carbon Monciode Detector
4&
Flood Light
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling tan
®
Tehnnsion Jack
®
Telephone Jack
AC C
A/C Disconnect
®
I x 4 Florescent Light
®
x 4 Florescent Light
®
Speaker Hook -Up
J1
IS = JUNCTION BOX TO SUPPORT A PAN
O so THERMOSTAT LOCATION
B/A = BALANCED AIR
Vent thru
SG --
MECHANICAL LAYOUT
1-2-19
SCALE: 1/4" = 1'-0"
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd -�
2" PVC Schedule
40 conduit
2" PVC Schedule
]so
AMP
40 conduit sleeve ISO
MCS
into attic MCB
PANEL AHU
PANEL AHU
200a rated
meter can o
200a rated
meter can
r1 T R
Interagetem bonding
MQaa R Inter tam bonding
sW
2" PVC I FPL Termination pant
2" PVC ( FPL Termination pant
schedule 80
schedule 80
2' rigid service FPL
2" rigid service FPL
GEC au°r�2)#�'--c°CrielavanrJed
Bar&A'°�'fi Iuire
GEC to ° venaed
ground rods
ground rods
ELECTRICAL RISER
ALTERNATE SERVICE ELECT. RISER
- Contractor shall use AL-CU Landing lugs. HIS
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I_A.W.
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
manufacturers recommendations which
shall be verified prior to construction
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment
- Verify AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES:
I. Use copper wire only from panel to devices
2. Provide and wire all required smoke t Carbon
Monoxide detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL bath and kitchen receptacles to be GFCI protected.
5. ALL exterior outlets to be WP/GFCI protected.
L. Recessed cans to be Installed per NFPA requirements.
1. Tamper resistant AFCI receptacles are required in
ALL rooms.
8. A/C Return Air Balance Must compl w/ FBC RMIL02
9. A(C RdefrigI&V8 lines that are run hru slabs must be
s eeve In
10. ALL A/C Equipment shall comply with energg calculation
II. All work shall be performed bg a licensed electrical
contractor, the completed slatem shall be fully operative.
12. Contractor shall pag for all face, permits, teasing, and
inspections including blower testing where required.
13. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
14. All required insurance shall be provided for protection
against the public liability and propertg damage for the
AiC
124 CPM
IOxIOx&
MASTER%
BEDROOM
BW2 O
lIo>do� X
y \I
L_J
R-7
123d'xTd
B/A
0
9 CFM
OSET
DRYER ASHER
LAUNDRY
It
CF R 4x4 _
ax
I \\I
11
Immommossmas > T J
111 CFM
12xLx1
SECOND
BEDROOM
I R\\
I F
L_J
THIRD
BEDROOM
100 CFM
IOxi)d
150 Amp
Panel
GOLF CAF
GARAGE
I
I
I
I
I
I
I
I
15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before
free of defects for a period of not less than two gears from ordering. The contractor shall provide circuit routings to
the date of acceptance or certificate of occupancy, or one suit the job conditions.
gear from closing sale of house.
Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans
charge and shall include replacements or repair of any or as selected bg others.
other phase of Installation that mag have been damaged.
IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through ang concrete
of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the
all items for a complete electrical agatem and provide all largest conduit or pipe from ang other service.
the requirements necesearg for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed 1n metal EMT
proper working order: d +
120
141 CPM
IOxlOx1
14�
PORCH
141 CFM
IOxIOx1
� I
REATI ROOM
I
I
1
I
141 CPM
IOxlOx1
I
DINING
ROOM
(
DW
u I
IV I
124WOXL
KITCHEN
MICROWAVE
M381"111
NOk-VENTL - - - J
4"e Steel Ballard
See detail on this -;we-et
22" x 54"
I Atam h&
L-----�
GARAGE
r----------------- 1
1 I
1 I
I 1
I I
I I
I I
I I
11. All work shall be done in accordance with the N.E.C. and con ul
III
shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden t Br
most all standard requirements of the local electric utilitg FEC RMI502 Architects
telephone company.
18. The electrical aTel
gatem shall be completelg and effectively S.E.
grounded as required bg the latest edition of the N.E.C. Tel : (
19. All material shall be new and shall bear underwriters' Fax : t112
2
labels where applicable. E-mail; brad
CI 'AAQQj
Bra
e
AIIA. PA
- Planners
Coconut Avenue
) 281-8258
) 281-8283
nala®COmicast.net
MASTER
BEDROOM
CLOSE
1001
,' PORCH `
% 4
WP GFCI \
� e
®c
1► �ij�
17 l
LAUNDRY
II'
-- I W
I
I
I
I
I
GREATROOM
®I
/ 1 EP/ I
/ I
/ I
/
,'/ j DINING
,' i ROOM
I �
I �\
I `
(11 hm � T
SECOND S
BEDROOM, GF
1
- / I C.M. Detect
ISSE)onlyg per FB
3 TON / I R314.3
SEE MANUAL / qi
'Je and Energy
Calculation
for Unit info �Rf
I '
It h-A
- 4-
If
InstaInstallTHIRD owlet �
under disc. not shown B E D R O O I" L--- -6
for F
clarity W �,�, l
%UJP
, I i G e
i
A#iC=8 ® c
a
Q ,
U Fcl
/p <
150 Amp 1
Panel GFcI
r---------
®_
Garage
Door I /
Opener
GOLF CART,
GARAGE /
GFCI ems
I GFCI to Oka" lights
I I f
r �
ELECTRICAL FLAN '`------
Post Light with o
SCALE: 1/4" = I'-O" Photo sell
Center Post Light
Total Attic Space = 2101 sq. ft. FIBC 309.1
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Wunng Building Corp.
THE WINDS(
5 anish Lakes
S . Lurie County Florida
4"40 Steel Ballard
Sae detail on this sheet
r I �}�Lc Aapes ,
�? I
I \
,__�OPTIONAL PANEL
LOCATION
�\\ GARAGE
\
\ \ GFCI
r - - - - - - �--------i
Garage
Door
Opener
1 I
I I
I I
I I
I I
I I
between driveways
Wire For
Front Post
Light
REVIEVVEU I"U'i
CODE COMPLIANCL
STa LUCIE COUNTY
BOCC
Date Drawn : Revisions : Sheet Comm u
REAR 3-28-18 5-23-18 Garage floor slope and
Drawn bg: smoke detector revision
PORCH c.c.u. F. 15-159B
RIGHT Checked bV: Impact
D.R.B. OF 5