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HomeMy WebLinkAboutBUILDING PERMIT APPLICATION26 d go. 5v crimp mete
woo screw& with self
(type 2) 30 lb felt
laps fastened with cc
s aced L o.c. at all
-L a. •.....-. ....-�
iehed to plywood Zack using #9 x 1.5"
r at 12" oi max spacing over ASTM D
installed with min. 4 side laps and G" end
int tin caps and with 1.25" ring shank nails
staggered rows 12 o.e. in field. Attach
a.+.. ,.., +1...1...+
coral finished stucco bands 5/5" thick cut coral
finished stucco bands
LEFT ELEVATION
67
ST. LUCI COUNTY BUI
REVIEWED FOR_COMPL
PLANS ANC -PE
SITE OR NO IN
SCALE: 1/4' - 1'-0'
DIVISION
WILL BE MADE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
Woo d screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt undorlayment installed with min. 4 side laps and G" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
/spaced 6 o.c, at all laps and two stagggered rows 12 o.c. in field. Attach
deck to trusaes using attachment detml on this sheet
5/8" thick x 8"1 cu
coral finished stucco band
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 8IIL51.12
2L ga. 5v crimp metal roofing attached to plymood deck using #9 x 1.5"
od woscrews with self sealing washer at 12" oi max spacing over ASTM D
(type 2) 30 lb 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 1%! end two�staperedL
rows L 12' o.c. in field. Attach
stucco on tgpicai concrete of o �rnr.r. 1i L.Vi ur
block construction finished stucco bands
ELEVATION
/ �I NOTES:
I REAR ELEVATIONY� T Ij O I �l I �l O T� s, SCALE: I/4" - I'-O'
Overhangs at I'-C" unless otherwise noted on Roof Flan
Roof pitch at 4:12 unless otherwise noted
Ang changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
Return ALL Stucco Bands Into Window or Door.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12' oi max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and (V and
tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails
raced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach
dpeck to trusses using attachment detal on this sheet
FILE
COPY
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using ad nails. Substrate
to be 19/32" CDX Plgwood nailed at L" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
12
SLOPE
14
SLOPE
14
1a° 5/8" thick x 8% cut
H.oral finished stucco bands
L �5/8" thick light textured
stucco on typical concrete
block construction
111ML01111
RIGHT ELEVATION
SCALE: 1/4' - 1'-0'
Product Approval Submittal Affidavit
OP@Inftfta8olhednle swine naosy. Ovocti ad Door, eadlug Haan,
11loademe k
QPi•nti
�
MA/ft
NUMIM
Product
Model
Manufaaturer
(ilea
Attachment method
tion
Da
Design, 1Pred ure
APPro� Tests
IZ-3
!4
FL# 239.3
Sin le Hun
g g
SH-700
Impact
POT
5/IL"
l/a. tapea�ra i epproveL/ConitraL�•twias�ialloadhere to
per psi uc
r�ei. edge distances speafisd in Product approval
+ 80.0 Par
-
A
I6-0330.02
Overhead
Garage Door
Model 824/811
i' O"mna"ic I�wtghlit
DAB
`"�Vert e x t• s ae
- wT� ' se. uwinsisms
10-9-21
+ 50.0/-LO.O psf
B
FL# 1404.1
Fiberglass
Design Pro/
Smooth pro
Jeld-Wan
Elco 1/4' dia. to on with inn 1.25' embedment at 3' max
from cornea and 1�.5' oc. max thereafter m head and jambs.
+ 50.0 PSF
-
C
FL# 251.5
Shdin Glass
g
Dag
Serves 110
SGD
PGT
I" nom
Tye "G5A"
1/4" dis. to cons a/ min. I 3/.{" enotratian to e
apaead per product approvals Caoiitreet9 shall are to
sin. 2 I/2 edge dmtanees speafnd m roduct approval
+ 40.0 P8F
-
Product
NOA/P4.
NUl®ER
Model
Manufacturer
Attachment Method
Date
of AOR"ad, Uft
Mullions
FL# 241.1
I" x 2 5/4' x .315"
PGT
I"tall per fastener tgpe and apacinga shown in Table IA and 115
sin product approval on sheet 5 of 32.
± 58.0 PSP
ROOF
FL# IIL51.12
5Y Crim p
Metal Roofing
Gulf Coast Supply
and manufacturing
2L ga. 5v crns� metal roofing attached to Orood deck using $9 x 1.5"
woad screws sash selr waling masher at 12' a.. max seeing over ASTM D
(type 2) 30 Ib felt underlagment installed with inn. 4 ode"laps and L' end
lops fastened nth corrosion resistant un ceps and with 1.25 ring shank nwla
spend L o e. at all laps and two stee�aprir�ed raw 12' o.c. infield. Attach
deck to trusses using attachment data on rod plan
- 108.5 PSF
SWIng
Stucco on Block
soffit
FL# 12198.3
Mode) T4 12° vented
Vinul Soffit
iCaycan
Install using 2" x 2' battens at L' o.c. screwed to soffit framing using
#8 >S 3 wood sc two at each truss In tell soffit to battens using
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
0
1.9
Y .H.
Q on❑
5/8" thick x 8„ w cut
coral finished stucco bands
= Finished Floor Finish Columns wlth 5/8" thick light textured
a1a 5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
2" x 4" top plate ~ I/2" drywall ceding ontruss bottom cord
I/2" drywall on
" x 4" studs at IL" o.c.
FRONT ELEVATION
-I I -I I- a
ImI Iw-I ICI ICI
ICI I[;I ICI ICI
III ICI ICI ICI
5/8" thick x 8"w cut
coral finished stucco bands
-0'-4" A.F.F.
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 Reudentiah Lth Edition and ASCE 1-10 for Wind Loading
Bowls D iat Enclosed Risk Catego"ry. II Wind Veloaty: IL5 mph ultimate
Mean R4 oMeeight: II'-O' Roof Pitch: 4:Is
Internal Pressure Coefficient- tC_IS
"jectabdity to damage from: Weathering: Negligible Termites: Vera Heava
Width of Roof End Zone: '- ' Wind Speed: -MA -mph ultimate
WWTd� Exposure Clasmficationm C 1.21 x O.L - 0.12L
Ad lwtmerlt factor for Exposure Haght: A�Diag�1
Load Combmatwn ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OA L 6WL
Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.1,/-32.6 pat
Rod Zone: 2. + pp,L/-51.0 psf
Rod Zone: 3. +�O,0-84.0 pat
Components I Cladding Wall End Zone Width: A'-4'
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
Wall Zone: 5. + 5.8/-41.8 psf
Components I Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3p•f
Shear Walls Considered for Structure? I#*
Continuous Load Path Provided? Yes
Are Components an Cladding Dett s Provided? Yes
- Rod Zone I
Walls Zane 4
- Roof Zone 2
Walls Zone 5
END ZONE
base -board I II / 2" x 4" P.T. bottom plate ESEETR-:OD:OU
imi be" sermg rreaaure: , rresumptivs: +c 0�19
p«
ISzltr APPROVAL F R IMPACT P OTE TIOO E IN 5 Was Z�Z3 •
4" concrete slab with fibermesh OR
G"xG" #10/10 WWM on L will Via union over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
ROOF LIVE LOAD: 31_ psf ROOF DEAD LOAD: 10 psf
JOB ADDRESS: \�o o
FLOOR PLAN
TYPICAL NOTES: SCALE 1/4" = 1'-0"
I. Contractor to verifg ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drgwall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibilitg 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
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 i" x 6' P.T. Buck nailed to Masonry Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door attachmen
with F.B.C. R314 - see permit info box of code edition
18. G sum board materials all c ASTM C36 C19 15 C51 6 O 9 I
yp h conform to A C4 4 C 3 C 3
C960, C1002, C1041,0111, C1118, C1218, C1395, or C1396 and shall be installed
according to the fallowing: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
raming
ember
Max spacing
of fasteners
Nail sang opUona for
of dr wall into
Spacing
Maximum
installation
wood framing mein are
Nails
Screws
2' x min. thickness
Ceiling
Perpendicular
24"
i"
12.
13ga 1 3/8" long with 19/64' head
0.098" diameter x 1 1/4" tong
/2
annular -ringed or 5d coder nail
0.080" die Rx 1 5/8' long with
Walla
Either
IL"
8"
16"
Direction
15/L4" head
OR
Gypsum board nail O.OSL" dia.
x 15/8' with 9/32' head.
Perpendicular
24"
I"
12"
Mile 115/8' long with 19/L4" head
0,098' diameter x 1 3/8" long
annular -ringed or Ld coder nail
ECeiling
Walls
Either
IL"
e"
IL"
0.092" dm.xx 1 i/8" long with
Direction
114" head
OR
Gypsum board nail 0.04115" dia.
x 1 1/8" with 19/G4' head
t 2 h
Install SGD thru buck into
block with 3/10 tap -eon with
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/I4" tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product apLrcrc
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 ,4STM E 84.
Insulation shall complg with F.B.C. R316.
Gulf Coast Supply and MPG Sv Crimp Metal roofing FL #11651.12
26 ga. 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 D
(tgpe 2) 30 lb felt underlagment installed with min. 4m side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced I'
o.c. at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurrrc ne) anc or at each truss
with PO) 10 x 11/2' nails
f 24' o.c.) supporting Max
IBlolbs. uplift
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings bg manufacturer)
Aluminum Drip �-" r� \R-30 blown fiberglass
Edge t Fasera \J in bottom chord or trusses
drywall with smooth finish
2' x L" Sub -Fascia Two rows of beam block filled with concrete
end (1) #5 bar cont. in each row. Substitute
Kagcan full o vent vm11 odlit installed precast lintel filled with concrete and (1) #5
umn I/8' dia shank x 1.5" long gale. bar cunt. for bottom row over opening&
roo�ng nails with 3/8' die. head per
product approval - we chart sheet s1 1/2' dr well over IN x Purring
strips al 16' o.c. with R4.1 ?II -foil
insulation on t pical 8" Block walls
5/8" thick light textured = All drgwall to be installed per FBC R102.3.1
stucco on typical concrete Tand shall meet all pertaining ASTM codes,
block construction ao Mortar to be Type 'M" only proportroned per FBC RLOiJ
and Mortar ,fonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...>
#5 bar vert. w/
30" overlap Fill call with concrete and
at each filled cell !U #5 bar vert. ftgpical).
Max spacing shell not exceed
Wood 48" unless otherwise noted
Im Base see foundation plan notes for
spacing at operangs
4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade
'��I,,IIIII � �� III IIII;IIII
Illii III - 14' x 14" Concrete footing
with (2) #5 bars cont. and #5
TYPICALSECTION transverse bars at 48" o.c.
- Scale : 1/2" = 1'-5"
CRASH POST DETAIL
N.T.S.
34" high bg 4" diameter
steel crash post. Floor
Flange with 4 - 3/8"
expansion bolts into
slab (3/8"t 50 ksi steel plate)
C,
42'�A" Z.
Head
fixed door
sliding door
f n:,
AREA CALCULATIONS
Living A/C = 1446 sq. ft.
Front Porch = 141 sq. ft.
Rear Porch = 200 sq. ft.
Garage = 321 sq. ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,548
2' VTR
I
I
1
21 VTR
J Master ��� iL
Beth I I
ILev I
2' I
Lev. 1
NI_ ( 2" VTR
I JL
aG I I
I
2.
str.
Kn. Seic 1
I
Kitchen 2, I
I
I
i'
W.G.
Bath #2 shsr.
i'
C.O. To soptie
PLUMBING RISER
I" x L" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
Bottom Track Typical Flooring
Sill Install SGD thru buck into
block with 3/I4" tap -con with
Sliding Door Detail 1 1/20 penetration at L" O.C. max.
from each corner and 20." o.c. max
At Masonry Wall NTS thereafter at Jambs per product approval jamb
window Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-5%s"x V-3'/e"
54%"x 63%4"
Single Hung
ZONE 4
2.
6'-2Ye" x 5'-3 Ve"
15' x 63 i4"
Single Hung
ZONE 4
'-2" x '-2 1/2" 1
21%2x 38%"
Single Hung
ZONE 4
4.
4'-VIs"x 4'-2ie"
54ie"x W."
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 manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening-
Door Des cri tion
PRESSURE ZONE
A
4'-O" X 1'-O"
108' x 84"
Overhead Garage Door
ZONE 4
B
3'-O" X 6'-80
41'/1'x 83N,
Fiberglass Panel - [naming
ZONE 4
C
6'-0" X 6'-80
14" x 81 '/," dr''°,,,°i"'`°"
Sliding Glass Door
ZONE 4
D
2'-04 X 6'-e'
Solid Core - Wood - 6-Panel -BI-Fold Finished 24' x 81 i2"
E
2'-to X 6'-8"
Solid Core - Wood - 6-Panel
F
5'-O" X 6'-84
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8' x V-8' x 1 �4"
Solid Core Wood. Steel, or Masonite Door
H
2'-so X P-8"
Solid Core - Wood - 6-Panel
J
2'-0 X 6'-se
Solid Core - Wood - 6-Panel - Bi-Fold
K
2'-8" X V-8'
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 1*1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
34'-O"
2" B'-4" 19'-L"
14'-O"
2)
o ° ° ° o o
° ° O EGRESS
ILIA
(V
12' x 12" Concrete column
block Pilled with concrete and
°
�i
(2) #1 bars vert. tied into
lintels above 0
L3
Covered Porch
ir
12'-8"
°
O
O n
c
MASTER
°
anee
" BEDROOM
Pill
8'-0" to 9'-I A.F.F.
,
in
Vaulted ailing 8'-O" A.F.F.
4 �
Flat Ceding
wLL
G R A T
o
R OM
i ©
°
I
N
Rod
°
"Shelf 4,
e °
1 1 34
_ Y2 hig
N
H.B.
-
(]
w L SE T
0
8'-0" to 9'-8" A.F. - o
2 x G knee well �
below t J
O
Vaulted Ceiling counter
I op a' 1 Mirm
DINiNG I 1
°
ROOMLRod shah BIN�T
d as HO
ILI
ILI
of if
G
Vanity to be I / BAT
fuLl
W
O
°
341u"high I
I-
°
Ci
11'-0 3/a 1 9 %'4" (418) 0 1 =
High Wa11
O
Nu
KIITCHEN m
/
ao
N - -
Tver2ang -- - J
Vent
through
ryer
wall
r1
'- 8O" A.F.F.
°
N
Flat CedingH.
Q
4'-I" 10'
ULOJ�_
4" '-0-
cabinets to
extend
extend over ef.
i
iv
ui-O"
iy
I
" Puler N
ATH
3
- -s
®
4'
i V e
O
O
Rod t Shelf
v °
N N -t inset.
° _ 1 4`4 Steal Ballad �'/C
O 0)Ln W 22' x 54 detail an title shoo #I
r+ I > Attie Access Provide auto
I _with fight _ j closer
O 8'-0" A.F.F. V_ Q 2„ L
c Uc Flat Ceiling
lr-L" 4'-0° 4" x 150 Amp eter
I-LL m� Panel
SECOND rER
inBEDROOM E Y GARAGE
T ' ' e'-4" A.F.F. O in
° Flat Ceiling if
EGRESS r-----------------i O
° Block wall in I
m i 1 garage to be I c
struck block i
O ° I I °
12" x 12" concre a column block Pilled C V E R D 1 I
O ith concrete and (2) #1 bars vert. tied ORC I
i into lintels above
4' 2"
I ^ I
_ °
N °
4'-2" 2'-8" 2'-8" 3'-51, q,_O„ 3,_5„
me
9'-4" 3'-4" 5'-4"
IN
34'-O"
Install windows thru buck into
block with 3/IL" tap -con with
1 1/2' penetration at V oc. max
from each corner and 20." c.c. max
thereafter at ,Iambs and 20" oc. max
Exterior face at head and sill per product approval
of wall ---\ / \ Buck to be I' x 4" PT
Attach buck to block wall with
1/4" dia. Elco conc screws with min.
1 1/4' penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x V PT Buck
of wall - /
�I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
block with case hardened nails ON ALL JAMB, HEADER. AND at Wood screws thru15' o.c. max
Iamb mbuck
at each hinge and and
Detail at windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment
NTS INSTALLATION NTS
Braden It Braden Al7PA
Building Corp.
Dater Drawn :
Revisions :
Sheet
Comm 1
Architects - PlannerWynne
5e23-18el
5-23-I8 Smoke detector revision
S.E. Coconut AvThe
L
Grand Carlton
GARAGE
RIGHT
Drawn
�
12-2
Tel (ll2) 281-8258
C.C.U.Fax
Lakes
: (112) 281-8283Spanish
E-mail: bradenaiascomcast.net
.
Checked b .
9'
Stuart. PL A4994 #AAC6000%2
St. Lucie Count Florida
�
D.R.$_
OF 5
0 1 r�UL. I UI'C/_-�L IX�./ I >_%D:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL
BEARING CAPACITY. IF ANY SUB-501L. 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. V15OUEEN 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. FIBERME5H
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
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 #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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
15. ALL STANDARD LUMBER SHALL BE 5YP 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. G185 RATING.
FOUNDATION
FLAN
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 Termite Protection for New
notation and dimensions before starting construction. Construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision sole treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete.
5. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatment
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. area shall be re -treated with a chemical soil treatment
Provide (2) filled cells on each side of openings from 6'-0" to 9'—I1" including spaces boxed or framed.
and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws
Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and
Shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services.
4. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating
to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose
1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of
a copy Of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe.
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.
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap EE TYPICAL with concrete and 4" concrete slab with flbermesh OR
at each filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
4" concrete slab with flbermesh OR GRADE
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
III —I I III I I— i foowtI Iwi h (2)c#5 barsrete cont.
Id^
4" concrete slab with flbermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation pan
101, (2) #5 bars cont. bottom steel
12"
SCALE 1/2" = I'-O"
12' x IT concrete column
block filled with concrete
and (2) irk bars vsrt. tied
into hnteis above -11L1Vvrifg house slab
height in field
Top of looter
16" below finished floor
30�
'ING DETAIL
T11111119WAsm
\f 4/ PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell SEE TYPICAL
ECTIONS
Adjust curb height
based on gar. floor 4" concrete slab with flbermesh OR
slope. VxV 210/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
Grade
14'w x 14"d concrete monolithic
footing with (2) #5 bars cant.
14"
52 GARAGE CURB DETAIL
2' x 6" IT 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 j� T S
IN PERMIT INFO BOX ON SHEET #i. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Sinale Filled Cell Column
NTS
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
ouble Filled Cell Column
NTS
Braden it
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
it
Tel
(112) 281-8258
Fax :
(112) 281-8283
E-mail.
bradenaiaecomcast.net
34'-O"
20'-01,
10'-01,
— r
i i i i I i
`;V L_ �® i ---- FI— — — — — —
�
Filled cell under IQ
I girder above 0 (FI I
Rear Patio/Slab
lU !moo be poured separate -7 L , I
from the house slab.
I o L24%
N °rhicken footing to x 14"d x 24'L
a I under filled cell FI I
J under girder bearing.
Rear Patio/Slab to I
be flush with bottom of
sliding door recess. I
Slope 1/2'
I
I
I
I
I
I
32'-8"
I I
4" concrete slab with flbermesh OR
6"x6" 410/1WWM on 6 and Visqueen over C),
I clean compacted termite treated fill
I
I FI I
o I I
� I I
/
I
O I
r — — 4'4 Steel Ballard I
efilled w/ Concrete u
I _ F
_ ' I Ial�l I °o
-aus I Ir I I vet I
zo �a I I I m�E I
4J> I
4Je I
_ I
r�"I
� o E I 'a
PI / I DSO I
° L---->`o� I
° °-i-i-i-i-i-i- ° ° ° —
,
in
I� N F
t —_— E---- Recess for Q
° ° ° E Ca Fa ff6or
L_
2" x 12" concrete column block filled
with concrete and (2) #-1 bars vert. tied
into lintels above
Wynn g Building Corp.
The Grand Carlton
Spaanish Lakes
St. Lucie Countg Florida
0
I
N
4'-01,
A/C
FOOTING
SCHEDULE
Mark
513111
Dessimum
I
14"111
x 14'13
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
120W
X 124D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x 14ND
COLUMN FOOTING WiTH (4)
#5 BARS EACH WAY
8"1111
x 8"0
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®140
W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a O'-O"
Date Drawn Revisions :
5-23-18 5-23-16 Smoke detector revision
GARAGE Drawn by:
RIGHT C.C.U.
Checked by:
D.R.B.
Sheet Comm #
3 12-21
B
OF 5
R00F SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size as 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 roof stated
in permit info box on t�iese ans For zone 3
Ke
Area
Ede
Field
Fastener
Max.
re
Pressure
o I
"
"
8d ring shank
45 sf
Zone 2
"
8d ring shank
16 par
Zone 3
4
8d ring shank
84 par
** Zone 3a
6"
6"
#8 wood screw
112.5 par
** Use nails or s rows based on res ure for r of stated
in permit Info box on these pl�no or zone
Concrete
/ Lintel
Column
Verifg with Plan
Rebar 4a Bar Dia.
Min. Overlap
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
Pilled cell steel into continuous
beam block steel.
Provide Cast -Crete =
aus-OB/OT precast '--- - -
lintel set in mortar
Min. 8' Bearing -- -T `---
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
e PT Buck
sd per jamb
into filled a
4' Pre -cast
Sill \
Filled Cell
#5 bars with min. 48 bar
overlap in Pilled cell. Tie
steel into continuous
Concrete Footing
(see rooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
C B �.) WALL Scale: 1/2" = I'—o°
2"x 12" \\
umn Block
Rebar
to Lintel Attachment
SINGLE PLY REAR GIRDER TRUSS
Nail 2' x 4' blocking to vert. Lap of
es truwith IOd x 1.5 role at 4' o c.
Install Simpson MGT into wall us ng
5/8' dia. threaded rod set min. 12'
into wet beam and (2) IOd pals into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS n
1/8' thick light textured stucco installed per
ASTM C 926 over ASTM D tgpe 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Type 2 felt paper using ed nails. Substrate
to be 19/32' CDX Plgwood nailed at 6' o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plgwood deck using 99 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and
lope fastened with corrosion resistant tin cape and with 1.25" ring shank nails
spaced 6" o.c. at all late and two staggered rows 12" o.c. in held. Attach
deck to trusses using ataefiment decal on this sheet
LINTEL SCHEDULE
W
UerDtD
W t
Lintelast-Crete
Sirs
ion
Rowe or
•Above
Bottom
Steel
Bia
Tap
Steel
8nee
Max
L�aada
(PLP)
Msc
(PLP)
Laaecirr
( )
EL22
2-2'
V-V
�8-OB/IT
1
a6
1110i1
669
1024
� �
,_
4'-O'
OFO-08/rr
—
1
86
2"1
1363
163
4'-6'
W-W
e100-0em
—
I
06
1108
104
334
L90
61-0'
61-C
spe-OB/IT
—
1
85
1238
an
'121
L60
6'-0'
11-9
OPS-08/IT
—
1
86
log
121
634
LBO
W-C'
T-4'
OPS-18/27
I
86
2
86
162
611
512
1.10
1'-0'
100-6•
0F0-18/2T
1
86
2
85
643
530
401
L908
Y-O"
10'-6•
vit-n/2T
ONE
1
86
2
86
1633
683
401
LWO
W -0•
II1-46
8F8-I8/2T
1
85
2
86
502
414
492
LWoB
W -o'
01-4•
9106-1111/2T
ONE
I
Of
1 2
1 06
13"
I=
462
L120
Cr-Ow
I3'-4'
BF0-I8/2T
1
86
2
85
411
420
324
L1208
121-W
IV-4•
ePld-6/2T
ONE
1
86
2
86
1019
110
324
LMO
M'-O•
161-4'
8116-6/2T
ONE
1
86
2
86
1250
"M
261
LI6o
W-00
IT-40
OPS-18/27
1
86
2
86
zoo
M2
IM4
L1608
W-O'
IT-4' 1
OPIL-6/27 I
ONE
I
86
2
86
160
600
M4
- 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 REG.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
wit�i'c �) IOdh r 1 ,/eprnails"N
l 24" o.c.) suppoting Max.
18101ba. uplift
Aluminum Drip
Edge 4 Fascia
12"
2" x 6'
Kogean full o vent vml;1 soffit installed
uwn 1/8' din shank x 1.5' long ga1v.
ng nails nth 3/8" dia. head per
product approval - in& chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
thicken edge to 8'x8'
with concrete and 1
one #5 bar continuous \
BEYOND \
Top oP tooter
16" Delow finished floor
12
4
into
Aluminum Drip
Edge 4 Fascia
Flash and Counter v
flash
Nail ledger to
gable and true&
with (2) IOd roils
at each web
:ration into
3/4' penetration
members
5/e' thick light textured
stucco on tgpical concrete
block construction
Varies - see blan
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be Plush with bottom of
sliding door recess.
Tug
11111111 I II I lill lii1=
14'
►Ical Section
h
Lll
n
4
LU
� X
� to
CY
to
1-
ILI t 'a
u .. 2
00
a0
N w;r
Brace
Gable and
u N
with 2'
x 4" SYP 82
„
8ft back nailed to bottom
t
of top
chords using (2) IOd
nails at
each truss
PRE-ENGINEERED WOOD TRUSSES
e 24°o,c. TYPICAL
( shop drawings bg manufacturer )
n
R-30 blown fiberglass
in bottom chord or trusses
•1/2' drgwall with smooth finish LU
Two rows of beam block filled with concrete
and (1) #5 bar cunt. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
I/2" drgwall over IN x furringg
strips at IV o.c. with R4.1 ?[-foil
"insulation on tgpical 8" Block walls
Simpson
HETA 20
Strap
trues to wall using Simpson
MGT with
hurricane anchor at each truss
5/8", do'
threadedwithmin 1 "
embedment
( 24 o.c.)
supporting Max.
(22)
rod
lod nails into truss. Add
th
blocking to
1810
lbs. uplift META 20
trues leg per detail on
this sheet
MUM
-- �.y
;1 ON
is
OVA
151042
INdill 6,
VA&A
,
i
We WE FAI
9, ®r rAl
in
- AVA
in
1
LOAAM
A"'A
��-
=i
III
All drgwall to be installed per FBA: K Iv1.S.l
and shall meet all pertaining ASTM codes.
Mortar to be Tgpe 'M" onlg proportioned er FBC ReOl.l
and Mortar joints shall complg with -BC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and ROOF
(I) #5 bar vert. (tgpieaU.
'Max. spacing shall not exceed
48" unless otherwise noted — seOVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
e foundation plan notes for
spacing at opening& — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete slab with Pibermesh OR
/cl an coin WWMaad to 6 mil treated
over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
�cleen compacted termite treated P111 — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
a
w �
� q
r
Oq
N
1- 00 n
a
n
� u
to 00
ZLco
Er,: —
NuN
VC
Brace Gable end
with 2" x 4" SYP #2 min.
—art back nailed to bottom
of top chords using (2) IOd
nails at each truss
\U
at Front
PLAN
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
Porch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
PANEL
"A"
Pde$
SR
Load
Wee
Description
cec#
cee#
Description
Wee
Lead
BR
Pales
2
40
10 kw
#8
A/C camp
1
2
AHU
slo
3 5 km
30
2
3
4
2
30
4.5 ke
sl0
40 gal. water HTR
5
L
Ran
#L
12.o kw
PrO
2
a
1
20
1.8 kw
$12
Pwsp
9
10
Driller
810
5.0 Its
30
2
a
12
1
20
1.5 Its
912
13
H
Dishwasher
#12
1.2 kw
20
1
1
20
L5 kw
#12
Microwave
Is
14
Refrigerator
$12
1.2 km
20
1
1
20
L5 Its
$12
Kitchen S.A.C.
I,
Is
Receipts
#12
'-
20
1
1
20
1.5 kw
012
Kitchen S.A.C.
19
20
Receipts
$12
20
1
1
20
L2 kw
912
Clothes washer
21
22
Recaps.
$12
20
1
1
20
0.81 kw
$12
Garage Door Opener
23
24
Recepts
$12
20
1
1
20
1.4 km
012
25
26
Recepts
#12
20
1
1
20
1.92 ku
#12
21
28
Receipts
$12
20
1
1
20
#12
General Lighting
29
30
Receipts
$12
20
1
-
1
20
#12
General Lighting
31
32
Recepts
$12
20
1
-
I
20
#12
General Lighting
33
34
Exterior GFCI
$12
--
20
1
-
1
20
#12
General Lighting
36
34
Bathroom GFI
812
20
1
1
20
#12
Smoke Detectors
31
3e
General Lighting
#12
20
1
-
1
20
#12
Bathroom GFI
39
40
General Lighting
812
'-
20
1
-
s are
1 41
42 1
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3 watts ac). ft;)
Small_ Appliance. Circulti(a) . . . . . . .............................
Range . „ . , . , . , .
Refrigerator .................................................
Microwave
Dish Washer .................................................
.....................................
.Qlothes..Drger................................................
Water Heater
Water„PumR..................................................
Garage, poor. .Opener ..............
1135
3
5205
2
1.500
3.000
1
12,000
12 000
1
1,200
1200
1
ISOO
1,500
1
1200
1200
1
1.200
1,200
1
5.000
5.000
1
14,500
4,500
1
1800
1800
I
i 810
810
Total Watts
31.415
First 10000 Watts 9100%
1
10.000
10.000
Remainder 21,415 940%
1
O
10,41610
Electric Heat or A/C 10,000 wL5%
1
10,000
10,000
Calculated Load
Watts
30.964
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 1241.03
Panel Size Required s 150 Amps
Electrical S mbol Le end
S
Single Palo Swtch
®
Recessed Can Light
Double Palo Ssiitch
®
Eyeball Recessed
e
Push Button Switch
Exhaust Pan
-09
Duplex Outlet
¢
Calling Mounted Light
"0
1 Special Receptacle
0-
Wall Mounted Light
gr fault circuitin
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
computer Connection Jack
Raterpr
®
Carbon Monaoade Detector
4&
Flood Light
T
Thermostat
r�
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Calling ran
®
Television Jack
0
Telephone Jack
,C Disc
A/C Disconnect
CFO
I x 4 Florescent Light
®
12 x 4 Florescent Light
®
Speaker Hook -Up
❑I
Intercom
PATIO/SLAB
I
I
CAR AT
R AT
I
I
I
Center Rooster
110 on ceiling rans
IL1Clam
14t" �
its CPM
10)doxg
MASTER
BEDROOM
11.3 CFM
h0>doxi
LOSET
i w's exC4x4M
I I
I I
"NI
oK
- - - - -
H.B. Yen -- - - - thru1u I T n/01
=Soffit x4
o
R
O
,,.
I \✓
> A Attic Aa s 1
231ZxC67PCIM j 'Q Q L -� W 1
--J
SECOND
BEDROOM
i
12xl2x9 I s
B/A 1�
COVERED
PORCH
®= JUNCTION BOX TO SUPPORT A FAN �IEC��ANICAL
LA\�CUT
= THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes: SCALE: 1/4" = 1'-011
I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show everg minor detail
2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install
3. Contractor to verifg location of electrical all items for a complete electrical sgstem and provide all
service and provider. the requirements necessary for the equipment to be placed in
4. ALL paddle fans shall be on a rheostat. proper working order.
S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and
L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall
1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utilitg
S. AFCI receptacles are required in all rooms except and telephone company.
Kitchen. Bathrooms, and Garage.
q. A/C Return Air Balance Must comply w/ FBC RMI402 Ill. The electrical sgstem shall be completely and effectively
10. A/C Refri grant lines that are run thru slabs must be
sleeved in VC grounded as required b the latest edition of the N.E.C.
Ag
II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed bg a licensed electrical labels where applicable.
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all lees, permits, testing, and 21. All equipment and panel sizes shall be verified before
inspections including blower testing where required. ordering. The contractor shall provide circuit routings to
14. All work shall be coordinated with other trades to avoid suit the job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans
against the public liabilitg and propertg damage for the or as selected bg others.
duration of the work.
IL. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete
free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancg, or one largest conduit or pipe from ang other service.
year from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT
charge and shall include replacements or repair of any conduit.
other phase of installation that may have been damaged. 25. Orger Vents to be installed per FBC RMIS02
,ieJ
128/
[34 M
BAT*
150 Amp
Panel
GARAGE
r----------------- i
I I
I I
I I
1 I
I I
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I 1
A/C disc.
# /O Ahmxr#a# reed
AMP
i W Conduit C EL
TE
AHU
2e PVC ( FPL
2' rigid service PPL Sara #L cop wine
to #5 coot. r a ar 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
Aa/C
eter
Soffit
i:"
Exhaust Duct
Thru Soffit-
/,covered Porch'-,
/ 1
1 /
I �
WP GFCI � /
MASTER
BEDROOM
G R A T Smoke / Carbon
RO M Monoxide Detector
Combo \
I
I
I
1 LQSET
II I
It I
DiNING I j GFCI "-
ROOM - T
1 '
1 � G CI / � FCI GFCI
S I - KiTCHEN 1
C HIMEs C.M. Detector 3'-2" 3'-2" 124"
oi2n314p3r F5C ��
So M
F N. 1 /tn I IGFcym
��� 1 r m
enter >
N 'S�COND
BEDROOM I
/ V
® / m
s A
Wire F / \\
Front Post y
Light 10P GFCI
4< \
\ �: POERE"Rcpt I -I /
GFCI
L
IL"
%4V I
tttia xAaums I
Options 1910 Amp
panel location I / Panel
Pull chain /
light in attics
4211h GFCI Y
GARAGE
Garage
Door
Opener
I I
I I
I I
I I
I I
1 1
I 1
I I
N
N
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP FCI
Install Quiet
N under disc.
0 not shown For
�_, claritg
A/C
eter
ELECTRICAL PLAN
SCALE: I/q" = I'-O"
L'-3"
Post Light with
I Photo cel
Attic Venting Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.16 sq_ ft. required
Provide A Continuous Vented Soffit
Braden It Braden AIIA, PA Date Drawn : Revisions : Sheet
Architects - Planners Wynne Building Corp. 5-23-18 5-23-18 Smoke detector revision
411 S.E. Coconut Avenue GARAGE Drawn by:
OB Tel : (112) 281-8258 The Grand Carlton RIGHT C.C.U. F. Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net Spanish Lakes Checked bg.-
Stuart- FL %499L #AAC0000%2 St. Lucie Countg Florida D.R.B. OF 5
Comm 9
12-21
B