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HomeMy WebLinkAboutBUILDING PLAN12" .
.H
Finish Columns with
5/8" thick cut coral
finished stucco bands
12"
a.l�
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 6" 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
5/8" thick light textured O O
stucco on typical concrete � �• �,
block construction
- -
5/6" thick x 8"w cut
coral finished stucco bands
RIGHT ELE\/ATiON
SCALE: 1/4- = I'-O"
12
4 1 SLOPE,
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced G" o.c. at all laps and two ataggered rows 12" o.c. in field. Attach
deck to trusses using attachment deltaill on this sheet
f.LL PAANUFACTURES LASLE" SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY COUE MUST
REMAIN 12 ALL DOORS AND WINDOWS
U�6T11 .. INSmtAPPr._:ED
8'-1" T.O.B.
0'-0" = Finished Floor
THESE PLANS AND ALL PROPOSED WORT
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED SY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL U%51.12
26 ga. Sv 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 C 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 1 SLOPE
Finish Columns with /
5/8" thick cut coral
finished stucco bands
LI.- V /--�TIO- IX >IOTL.-S:
Overhangs at 1'-0" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
Any 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.
C0,4CEA(EO F
ARFTNERESPONSISERS OAATTACHME S
cR 1A0o Cv'NTRACTOROOFRE OR®THE NT
® i, i 5/8" thick x 8"w cut
3 coral finished stucco bands 3
\ 5/8" thick light textured
stucco on typical concrete
- - - - - block construction- - -v
LEFT ELE\/ATiON
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. Windows & Skylights
PcOMPLIAMOF
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
t1
Ali,;,
A p
N
ALL
c DE MUST
maftasure
.,� hpklf"d Tests
1,2,3
t4
FLU 11499.2
Single Hung
Series 185
MI Windows
and doors
a. x gpcana qq sMarin pQn�},�ptJon at
non each corner and L o.c. thereafter through PT buck into
filled cnu eau maintaining min 2.5' edge distance m strict adhe
to the product appro✓aL
met,
so id
once
± 60 per
A
16-0330.02
Overhead
Garage Door
Model 824/ II
IL'-O" max helg t
161-0 max. fici
DAB
• to canasta a mt
p; as br art. 3/9• x L' Hilt, HLC SWv. aixhara n s' oe.
+mh 1�)' de. X 1 5 @rth mrt 4' soles datanu. InetaA track to buck
tlsaa (o s/U x i 56 fWi thread lap mraa n asch bracket namamma
inn d LF •de• estence - GC to atrwtlp adher. to proems approval
told@ 1/I6' ummer on rdlar aWt.
10-9-21
+ 50.0/-GO.O bf
p
B
FL# 16G14.1
Fiberglass
Sin"th Pro/
Jeld-Wen
EIca 1/4' din. tapcan with min 1.25" embedment at 3" ma
Iron corners and 11.5. o.c. max, thereafter in head and jambs.
+ 50.0 PSF
C
FLU 16332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
x pcana w i . enetration at
non sac corner end o.c. al IMIJ roe thereafter through
PT Buck ait.o solid filled Cifu well mamtaimng min 2.5' edge distance
in strict adherence to the product approval.
max.
+ 48.2 PSF
-
Product
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
tion
Date
Design Pressure
of Approved Tests
Mullions
FLU 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use (2) 1/4' x 2 3/4" topcone with min 11/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) x10 x I.
self tapping screws per clip as shown in product approval.
5"
+ 118.9 PSF
_
Roof
FLU 11651.12
SV Crimp
Metal Roofing
C,ulf
and
Coast Supply
manufacturing
2L ga. Ev trims metal roofing attached to plywood deck using 49 x 1.5"
wood screws with wit sealing washer at 12" o.c. max lacing over ASTM D
(type 2) 30 16 felt underlagment installed with min. 4 aide laps and C end
laps fastened with corrosion resistant tin caps and with 1,25' ring shank ' 1
spaced L" o.c. at all laps and two staggered rows 12' a.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
Stucco on Block
_
Soffit
FLU 12198.3
Model T4 12" vented
Kaycan
Install
US x
using 2" x 2" battens at IV o.c. screwed to soffit framing
3" wood screws at each truss. Install soffit to battens using
using
+ 55.0/-35.0 PSF
Vin I Soffit
y
0.12"
die. x 1.5" lona rina shank nails w /8" dia.head-
I
Hurricane
24 Gauge
Global Protection
Install
using 1/2" dia. solid set lead anchors with 1/4"
die.-20 x
1.5"
Panels
Fin 15016.2
Storm Panels
ppiroducts LLC
long SS screw head combo. with Neoprene washer at
12 1/: o.
.
± 45.0 PSF
along
the bottom and 13" o.c. at the top
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
SCALE: 1/4" = 1'-0"
12
4 SLOPE
1101111
coral finished Stucco bands
O
7 5/8" thick light textured
stucco on typical concrete
block construction
ELEVATION
SCALE: 1/4" = Y-O"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and G" 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" 1. in field. Attach
deck to trusses using attachment detail on this sheet
-0'-4" A.F.F. 5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELE\/ATiO>Nl
THESEPL! r,s'^ILI"-aria
ARESOf' �C1"'"I"Yr 01f)EOSED CTONSORK
REOUINE() ry FIELD INSPECTORS THAT
MI.. P 11 „' YTTbRUEA TO
CO
2" x 4" top plate 1/2" drywall ceiling on truss bottom cord
base -board
1/2" drywall on
2" x 4" studs at W' o.c.
2" x 4" P.T. bottom plate
SCANNED
BY
St Lucie County
ST. LUCI7C0FNTy67 '
REVIEWED FOR COMP LDG DIVISION
REVIEWED g ANCE
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
\ 4" concrete slab with fibermesh OR
("xi;" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
nterior Non -Bearing Partition
I
Braden It Braden AIA, FA
Architects - Planners
Wgnne Building Corp.
S.E. Coconut Avenue
The G d C l t
BTelel (112) 281-8258
r a r a r or
Spanish Lakes
St. Lucie County Florida
Fax : (112) 281-8283
E-mall: bradenalagcomcast.net
Stuart. FL 34994 #AAC000032
2
5/8" thick x 8"a cut
coral finished stucco bands
1/8" 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 19/32" COX Plgwood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
SCALE: 1/4" = 1'-0"
5/8" thick x 8% cut
coral finished stucco bands
Finish Columns
with
5/8" thick cut coral
finished stucco
bands
ALE
ChO`r 111
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: 5th Edition and ASCE 1-10 for Wind Loading
Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 10 mph ultimate
Mean ROOF Height: Ii'-O" Roof Pitch: 4.12
Internal Pressure i o-�L if Indent: ±0.18
MHIP
SubJectabdity to damage from: Weathering. Negligible Termites: Veru Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate
Wind Exposure Classification: C
Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 ASO design
ITCH
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.4WL
Components t Cladding Wind Pressure (NET) ROOF Zone: I. +20.4/-32.4 psf
Roof Zone: 2. +20.4/-51.0 psf
Roof Zone: 3. +20.(./-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf
= Roof Zone i
Wall Zone: 5. +35.8/-41.8 psf
Walla Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
E8 = Roof Zone 2
Walls Zone 5
Are Components an Cladding Details Provided? Yea
END ZONE
Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following.
= Corner Zones
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
Roof Zone 3
ROOF LIVE LOAD: 3'11 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: -A5 psf FLOOR DEAD LOAD: 10 pef
JOB ADDRESS:1�°�`'\���Z,
Date Drawn Revisions Sheet Comm #
5-9-I1
GARAGE Drawn by: j /
LEFT C.C.U. I - 12 - 2 f
Checked by:
D.R.S. OF 5
-LOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = I'-O"
36" high by 4" diameter
I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor
proceeding with Work. expFlange with 4 - to
2. Contractor to STRICTLY enforce ALL OSHA Requirements. lab (3i°" bolts Into
q slab (3/e"t 50 ksl steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
6"
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch. ,"
5, ALL Concrete used for slabs shall be min. 2,900 PSI concrete. o
ALL Concrete used for vertical filled cells, coat. tie beams etc.. to 0
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
-
of trusses with screws per FBC R102.3.5. o
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 accessibility requirements. All 6" '/2'
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302,6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC IIR302.9.1
16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC: R302.9.2
17. All exposed attic insulation materials installed on attic floors shall have a critical radiant r' x 6" P.T. Buck nailed to
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 comply prior to door attachment
with F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C4f 0, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed
arrnrrlind to the followino: (FBC Rt02.3-S)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nall sizing options for
installation or drywall into
Spacing
Maximum
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
111
12"
13ga 1 3/8" long with 19/L4" head
OR
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
Y2 IIOR
19• 4lilia. x 15/8" long with
15/64" head
Walls
Either
IC
all
I6"
Direction
OR
Gypsum board nail 0.086" dial
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or bd cooler nail
e 11
O
0.092" dia. x I -1/8" long with
Either
I6"
8°
16"
Wells
Direction
I/4" head
OR
Ggpsum board nail 0.0916' dia.
x I 1/8" with 19/64" head,
Install SGD thru buck into
block with 3/16 tap -con with
1 1/2" penetration at 6" o.c. Max.
from each corner and 20." o.d. max
thereafter at head per product approval
Use 3/I6" tap -con with I
1 1/2" penetration at 6" o:c. max.
from each corner and 20" o.c. max
thereafter at sill per produI ct appr�ova-I
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108_I, 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 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 accompanLlinq smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84
Insulation shall comply with F.B.C. R316r
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1i651.12
26 ga. 5v crimp metal roofing attached to plywood deck using U9 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' aid% laps and 6" end
laps fastened with corrosion resistant Lin caps and with 1.2 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
Simpson HETA 20 or equal
with (10) 10d ox at 11 1/each
c na truss 12
( 24" o.c.) supporting Max. 4
18101bs. uplift
Aluminum Drip -
Edge t Fascia
2" x 6" Sub-Pasdia
Kaycan full o vent viagi sorrit instauea
using 1/8" dia shank x 15" long gals.
roofing nails with 3/8" die. head per
product approval - see chart sheet III
5/8" thick light textured
stucco on typical concrete
block construction
tt5 bar Vert. w/
30" overlap —
at each filled cell
Wood
Grade _ r
��- I II�'1111=III III 1 • � � .� ,II I1=
-'III.-IIII __ III II
—� I1—III III011-
i—IIII 114"
T` fi ICAL SECTION
PRE-ENGINEERED TRUSSES
at 2411ot. TYPICAL
(shop drawings by manufacturer)
\R-30 blown fiberglass
in bottom chord of trusses
-1/2' drywall With smooth finish
Two rows of beam block filled with concrete
.anQ (l) tt5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) tt5
bar cunt_ for bottom row over openings
1/2" drywall over I" x furrmgg
strips at 16" o.c. with R4.1 fl-fat
-Insulation on typical 8" Block walla
All drywall to be installed per FBC R102.3.1
and shall meet all pertainingg ASTM codes.
Mortar to be Type "I"P oalgg proportioned per FBC R607.1
and Mortar joints shall comply with FBC R601.2.1.
provide Dur-O-Rock at all wet areas fex. showers, tubs etc...)
Pill cell with concrete and
(1) #5 bar Vert. (typical).
`Max. spacing shall not exceed
48" unless otherwise noted
sae foundation plan notes for
spacing at openings
4' concrete slab with fibermesh OR
6 xL' #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
I_= I I��I,IIII=1
x` x I9" Concrete footing
u th :2) tt5 bars Cont. and tt5
Transverse bars at 48" o.c.
Scale : 1/2" = I'-O"
All
01
Masonry Beam
0,40
C Al
N.T.S.
Head
fixed door
sliding door
/- "
Sliding Door Detall
At Masonry Wall NTS
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 =
11,5�8
2' VTR
JIL
I
I
I
I
21' VTR
Master e II JIL
Bath h
i 2•rl
2" l.r
Lev. I
q• 2" VTR
J�W.C. 1
s" I
I I
2' 3'
Shur.
Kit. Sink 1
I
Kitchen 2
• I
Law. 1
S.
w.c.
Bath U2 Sher,
PLUMBIN
1" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
gpical Flooring
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at jambs per product approval) a m b
Window
Schedule
Mark
Size
Rough open.
Window Description
PRESSURE ZONE
I.
4'-5Ya'x 5'-3%'
54%a"x 63%4"
Single Hung
ZONE 4
2,
6'-24"x 5'-3 %'
15" x 63 %;'
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
2l'/2"x 38%"
Single Hung
ZONE 4
4.
4'-5%'x 4'-2%'
54%8"x 541s"
Single Hung
ZONE 4
ALL
ard
ALL
ALL
All
with
Windows to be aluminum Windows w/ tint
mullions per elevations.
windows to withstand pressures in permit Info box on sheet I
windows In bathrooms to be tempered
rough opening dimensions to be verified by contractor
manufacturer s specs prior to construction
Door
Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %,"x 83%'
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X C-8"
14" x BI i2' of re ut°"
Sliding Glass Door
ZONE 4
D
2'-0" X C-8"
Solid Core -
Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2'
E
2'-V X C-8"
Solid Core -
Wood - 6-Panel
F
5'-0" X C-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %"
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core -
Wood - 6-Panel
J
2'-6" X 6'-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core -
Wood - 6-Panel - Bi-Fold
C'O' xTo Septic
RISER
34'-O"
14'-O"
9'-6"
12,, 81_L" 12"
of
Eo
EE OE ""
EGRESS E
O
12" x 12" concrete column block filled
with concrete and (2) 91 bars vert. tied
Into lintels above
O
Covered Porch
°
o
12'-8"
E
N
FR E" E2
m
E
�
MASTER © 1
_
a v q
� LLUj
o
6
N
E
BEDROOM
to 9'-8" A.F.F.OD
8'-O" A.F.F. Vaults Ceding
Flat Ceiling
GzR IAT
Ro )M
0 I E
I
��
i
`"
O
Rod t helf I
°
H B
�
°
I
VanIi'ty to be 9 I N r
34 J2"hig a I N
_ I
C L O E I 8'-O" to 9'-8" A.F.F.
0 2" x 6" knee -wall
rr r O 10. below counter top I Vaulted Ceiling
E
_
c
_
DINING!7
O
O
CL NE
Rod t ® Shelf J e 7s, F; ( ROOM
�F I
`� I Vanity to be
A T H I ° ��� I 34 %2 high
°
c
O
iv
oo
LU
Vien
r
3
D
Inalit
°
=
m
High wall
KITCHEI, g
O t
8'-O" A.F.F. ZSverFiang -
H ° - Flat Ceding °
6'-O 0'
dO
I
N
2" filler
Upper ca Inets to D O
ext nil over Ref.
or. I E BAT H
, Ro�
t ry
Rod t Shelf O
A/C
#1
E
150
O
`r
R—II Batss n.u4lee Steel Ballard w H a 1 ® 4c,
See detail jthir:_shaet op 4 F w l O
22" x 5"
Provide auto Atwith light
closer tic Aceeu I F
I -----J
- 22" Q 8'-O" A.F.F.
Amp Flat Ceiling
nel m
©LnSECOND m\
E RGEN Y BEDROOM
A A EGRESS -
in
N
MeterP
N�
Oro
3o
—
, .
m
N
O
N
A.F.F. " Ol MTJ JOE
Flat Ceiling " r O
_ F-
O \0,
E
Oo
O
p
a
E
r - - - - - - - - - - - - - - - - - EGRESS
Block wall in I 0 O O E ooEO
garage to be
I struck block "
p O
C VER EID 12" x 12" concrete column block filled
j4'-6" j ORC with concrete and (2) 1 bars Vert. tie
into lintels ibove
I ® I
I I
EE ❑° ° "°
in
N
—
p
I
o
EO
EE
3'-5"
2'-8"
2'-8"
4'-2"
15'-10"
5'-41,
34'-O"
Install windows thru buck into
block with 3/14" tap -con with
1 1/2" penetration at 6" o.c, max.
from each corner and 20." o.c. max
thereafter at ,iambs and 20" o.c. max.
Exterior face at head and sill per product approval
of wall ___\ / \ Buck to be 1" x 4" PT
AL[- Exterior doors to withstand pressures stated in permit info Varies
box On Sheet 91
GAF AGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified by contractor Detall at Windows
WItH manufacturers specs prior to construction
Braden t Braden AAA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mall: bradenaia8comca5t.net
Stuart. FL 34994 UAAC000032
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
block with case hardened nails ON ALL JAMB, HEADER, AND
prior to window attachment SILL BLOCK PRIOR TO BUCK
INSTALLATION
NTS
Attach buck to block wall with
A
>o
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x 6" PT Buck
of wall
71:] Varies
48 Wood screws thru jamb into buck
at each hinge and 15" o.c. max and
n,n+ ail A+ i"'1nnr error to door attachment
NTS
Wynne Building Corp.
The Grand Carlton
CLEFT E
Date Drawn :
Drawn by: C.C.U.
Revisions
Sheet
2,
Comm It
12-2�
Spanish Lakes
St. Lucie County Florida
Checked by:
D.R.B.
OF 5
2.
3.
4
5
6
E]
TRUCTURAL.
NOT.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL
9.
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN, 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
GROUND FLOOR SLAB TO BE A MINIMUM 4” THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
13
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
BUILDING CONSTRUCTION
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15
ATTENTION OF THE ARCHITECT.
16
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11
FOUND/4T10N �L/4N
SLOPE ALL PORICH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TOI DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) 1 = 41 PSF
WIND VELOCIIJY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE _"C"
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, &
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
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.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2'
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURA GRADE WOOD WITH A MINIMUM Fb OF III PSI
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
ALL LUMBER IN �ONTACT 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. Boll 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 IsS bar vert. at 48"
O.C. max. Provide (1) filled cell on each side of Openings app to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9'-II"
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 2�" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to tr ss 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-l( and
A-38 specifications. ALL Anchors to be A-30-1 steel.
°I. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
45 bar vert. w/ SEE TYPICAL
30" overlap SECTIONS
at each filled cell
V concrete slab with f irVisqueenhOR
over
6'1 410/10 WWM on 10 mil
clean compacted termite treated fill
7
dl _
=IIII III IIII_ 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
4"
j% TYPICAL FOOTING DETAIL
SCALE 1/2" 1-0
4" concrete slab with fibermesh OR
6 x6 #10/10 wwM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step per
foundation plan
12" x 12" concrete column
block filled with concrete
and (2) #'1 bars vert, tied
Into lintels above
Top of footer
16" below finished
(2) 45 bars cont. bottom steel
RAGE STEPDOWN
SCALE 1/2" 1'-0"
Verify house slab
height in field
I1:111®11
..
i1 I I
P
30"
COLUMN FOOTING__
30"xr30"xl6" concrete
colUMIn footing with (4)
#5 bArs each way
IETAIL
SCALE 1/2" I'-O"
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous
GR
_ T—
SCALE: 1/4" = 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
termicide in annular space between sleeve and pipe.
4" concrAe slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean combatted termite treated fill
PORCH SLAB EDGE IDETAIL
11 = 1'-O„
45 bar vert. w/
30. overlap
at each filled cell l SEE TYPIC L
Adjust curb height
based on gar. floor 4" concret slab with Fibermesh OR
slope_ 6"x6" #10/10 WWM on 10 mil Visqueen over
clean comp cted/termite treated fill
#5 bar In curb
e F
I
—III I
"" I "w x 14"d concrete monolithic
f oting with (2) #5 bars cont.
14"
5) GARAGE CURB DET IL
SCALE 1/2" = 1'-0"
2" x 4'
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
NTS
IN PERMIT INFO BOX ON SHEET #I. SEE
PRODUCT
APPROVAL FORM FOR MANUFACTURER'I
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
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
1*5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
00
00 : 11 : i i 11 00 1 00------- —_ —_ °
------F� -- ° -- — °
—I
O
-----------i0 F4
�I Q Filled cell under
FI girder above
O
I
I 24" I N I
Rear Patio/Slab r
J to be poured separate
r F4
-
from the house slab.
I O m I
Thicken footing to
24"w x 14"d x 24"L I
I FI under filled cell I Ea
under girder bearing. O F _ T 1] 19 1-1 IE)0
LOO
— — —
m
U
I Rear Patio/Slab to
be flush with bottom of I °
r —v n
sliding door recess. t_
Slope 1/2" I i-
�'
I l IF
F-
I F-
I �-
I to
I
Io
H.B.
I i
4" concrete slab with fiber esh OR
10
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
I
of Ic
II FI I
/\I
O i m li°
I
v
FI
I
0 I °
4'-0"
I O
I ® or
--� ——� to
Or
o
A/C
FI I
#1
4"0 Steel Ballard
I
I F5 0- Filled w/ Concrete ® OCP
OI O °- I I�ia�1 It
I �vIn
I QW I I
nab
E,o 93
� 1
-
�Ey I I la
I �.4 I L _ _ �1 I
of oo oo�
I o" I I
I m\ D I I
-iI I O\\ I ❑°
O v3R
O I N `u0 E I \ FI
o\ N F51 `---_-r-_---_O
I F5 U0 v W I - 0 0 l i l l s O 00
(L
LU
0
FS Recess for
O — — — — — O
00 00 Garage Door DD 00 — — ° ° — — — — — — — — — °
J�
9
9'-O" 6'-2"
-6"
6'
1n"
with concrete and (2) #7 bar -overt. ti94!(
into lintels above
FILE CF!
A
0
FOOTING
SCHEDULE
Mark
Size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
F
30"
x 30" x I6"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8F8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 45 BAR CONTINUOUS
F5
14"W
With
x 14"D
Curb at Garage
[MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0"
Braden t Braden AIIA, FA
Wgnne Building Corp.
Date Drawn :
Revisions
Sheet
Comm #
Architects - Planners
S.E. Coconut Avenue
BTel
L
The G r a r d C a r l t or
� LEFTE
5-9-11
Drawn
3.
12 — 2,0
Tel (172) 281-8258
U.
C.C.u.
Fax (172) 28�-8283
Spanish Lakes
Checked by:
E-mail: bradenaiaicomcast.net
Stuart FL 14994 #AAC000032
St. Lucie County Florida
_
D_iR.B.
OF 5
ROOF SHEETiNG
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
6
6
8d ring shank
45 psf
Zone 2
8d ring shank
76 psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zone 3a
L"
6"
#8 wood screw
112.5 psf
** Use nails or screws based on pres ure for roof stated
in permit info box on these plans ?or zone 3
Concrete
/ Lintel
Column
Ver,fu with Plan
II� 12 "x 12"
1I Column Block
v#7
7 Rebar
Rebar 48 Bar Dia.
Min. Overlap
to lintel /4ttachmnt
Provide #5 bars with min. 48 bar
diameters overlap Into beam. Tie
filled cell steel into continuous
beam block steel
Provide Cast -Crate = Y
BUB-OB/OT precast - -
lintel set in mortar _
Min. 8" Bearing -
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
divide PT Buck
:ached per jamb
ails into filled ci
4" Pre -cast
Sill
Filled Cell
Provide tt5 bars with min. 48 bar
diameters overlap in filled cell. Tie
•filled cell steel into continuous
Tooter steel.
Concrete Footing
(awe Pooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING iN
CBS WALL Scale: I/2" = I'-O"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5" nails at 4" of
c Install Simpson MGT into wall using
5/8" dia. threaded rod set min. 12'
into wet beam and (22) IOd nails into truss
NTS n
TRUSS BLOCKING DETAIL
At GIRDER STRAPPING
AT CENTER BEARING POiNT
1/8" thick light textured stucco installed per
ASTM C 921 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tggpe 2 felt paper using 8d nods. Substrate
to be 19/32' COX Plywood nailed at 6" O.C. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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 sheii
Additional Precast Lintel _ �� ��
#5 bars = )_Intel Bar Clear A B
Length Length Span Bars Bars
CLEAR
i i i i i i 2'- 0" 2'-8" '-6" 2,93 nose
2'-2" 2,93 Hale
BPS-OB/IT BPS-IB/IT 818-IB/2T
Additional
3'-10" 2'-8" 2,#3 none
#5 bars
CLEAR::....,.:.{ ',+..i;` 4'-6" 4'-4" 3'-2" 2,#3 none
' One Row of "H"""'
"< Block Above i+:,i'{>'� 5'-4"noire 5'-2" 4'-0" 2,93
5'-8" 4'-6"2,#4 more
k,J4
Precast Lintely 6'-4" 5'-4" 2,#4 nose
s tt5 bars
1'-0" 6'-2" 2,#5 none
BFIL-IB/IT BFIL-IB/2T
NOTES: 1'-10" 7-0-2,#5 Hove
I. min. coverage of steel=1.5"
2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60.
3. standard for rein). steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE,
Mark
Window
a D
Unrt
Width
Lintel
Size
Cast -Crete
Specification
" Rows of
H Block
Above
Bottom
Steel
Size
Top
steel
SQd
Max
Gravity
Load
(PLF)
Max
Uplift
Load
(PLF)
Max.
Lateral
Laad
(PLF)
L22
2'-2"
3'-1."
8FB-OB/IT
I
#5
3049
1549
1024
L31
T-6"
2'-B"
4'-0'
8F8-OB/IT
1
95
2541
13L3
163
L45
4'-5'
V-10"
8FB-OB/IT
1
#5
1105
409
339
L50
5'-0"
L'-L°
8F8-OBAT
1
#5
1238
835
121
LLO
4'-8"
T-V
8P8-OB/IT
1
#5
1011
121
594
LBO
8'-0'
9'-4"
Bfii /2T
I
#5
2
#5
152
591
512
L90
9'-O"
10'-L°
8F8-IB/2T
I
#5
2
#5
L43
530
40I
L90B
all
10'-V
BFIL-IB/2T
ONE
I
#5
2
tt5
1533
1183
401
1_I00
IO'-O"
W-4"
BFe-IS/2T
I
s5
2
#5
582
1 494
452
LIOOB
10'-0" 1
II'-4"
BFI4-115/2T
ONE
1
#5
2
#5
131.L
1028
452
LI20
IT -ON
13'-4"
8FB-IB/2T
1
s5
2
#5
411
428
324
L120B
12'-0"
13'-4"
81cIL-IB/2T
ONE
1
iiii
95
2
#5
1015
110
324
LI40
14'-0"
V-4"
BFIL-IB/2T
ONE
I
s5
2
#5
1250
409
259
LILO
IL'-O"
]T-4"
8F8-IB/2T
i
s5
2
#5
300
192
194
L160B
IL'-O"
IT-4"
BFIL-IB/2T
ONE
1
s5
2
tt5
950
500
194
- ALL LINTELS SHALL BE MADE BY CAST-CCRETE.
- 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 1,1'-0" LONG ARE TO BE lVRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each trues
with (10) IOd x 1 1/2" nails -
( 24" o.c.) supporting Max.
Islolbs. upllft
Aluminum Drip _
Edge t Fascia
2" x 6" Sub-F
Kaycan full o vent vmgl soM
using 1/8 din shank x I5" laxroofing nails with 3/8' din. hi
product approval - see chart
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
one 45 bar continuous
BEYOND
Top of footer
C below finished floor
12
4�
1/2" thick stucco on
attached to fic izonG
framing with nails or
no less than 1-3/4"
horizontal wood framm
into vertical wood fr
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd ru"�
at each web
hi -rib lath
vertical wood
s to provide
.ration into
3/4" penetration
members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
Poured Coi
concrete b
Poured Concret,
concrete block u
Concrete
Manufacture
chars Par
specs
lax.
Flush Mounted Shutter Detail
Aluminum Panel
Sizes per manufacturer
— See 74pical Stud Detail
7/8' x 3/3R" Wmg Nut w/
appropriate Washer and spacing
per manufacturer's Details
—.09q"
'c
c
m
Stud Detail
Stud w/ Die Cost zinc NTa
Nickel Plated Wing Nut
IPr
Brace
Gable
end
with 2"
x 4"
SYP
42
aft back nailed to
bottom
of top
chords
using
(2) IOd
nails at
each
truss
PRE-ENGINEEi —E-D WOOD TRUSSES
> s 24"o.c, TYPICAL
( shop drawings by manufacturer )
in
N
�
y,i
X
a3
O(
rn
N
�
F_
`dia
a
L
a
Tt
N N
tj
O s3
m
u
p O
r- E
_ °p
O
N
a
C
N
L
Brace Gable end
with 2" x 4" SYP #2 min.
8ft back nailed to bottom —
of top chords using (2) IOd
nails at each truss
"\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and (U #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont, for bottom row over openings
I/2" drggwall over I" x furringg
strips ai 16" o.c. with R4.1 frfod
--insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
ro Mortar to be Type "M" onlyy proportioned� �pper FBC R601.1
and Mortar joints shall cornp,i wrth FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
6/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet
nails into
per detail
set or In epoxy with
truss. Add blocking to
on this sheet
( 24" o.c.)
HETA 20 1810
supporting Max.
pp g
lbs. upllft
603
ILE
IS WIN
Mind. 0,
M
a
1111 ME
MIN
11
ON
INA E WA, IMA"All
111111111111
INA
Irim
MIN
11111
Jill
PIII cell with concrete and O O j� f�
(1) #5 bar vert. (typicaD' LN
f--�
HETA 20
O
N
F_
W
O
Q
w N
d)
= X
L
r
O�rn
N �
Q 00 O 41
a
a
T 0 d) (6
u .�
O E v
w pO
00
to Iq
� u N
L
L �
r
O
Q
F'-
FILE COPS'
spacing 48" unless othearwexceed
otherwise noted
Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET
4" concrete slab with esh OR
-
TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
L" L"x#10/10 WWM on L mil mil ViVlsqueen over
clean compacted termite treated Fill - 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
I IIII III EI fl IIIIIIII IIIIIIII ) III I — J11
11
IIII =11 1 i 14e Fi
"—� h IIII=IIII 3 Typical Section at Front i'orch
_ ii
Braden t Braden AIA, FA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-82GS
Fax : (112) 281-8283
E—mail: bradenaia5comcast.net
Stuart. FL 3499L UAAC000032
#5 bar vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
a Slope per foundation plan 'r
TRUSS MANUFACTURER
ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD_ SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION
WgnnG Building Corp. Date Drawn Revisions Sheet Comm 4
5-9-11
The Grand Carlton GAGE Drawn by:
"c.u. - 12 — 2 �
Spanish Lakes Checked by:
St. Lucie County Florida D.R.B. OF 5
PANEL
"All
circ# Description Wire Load BR Poles
2 AHU #10 3.5 kw 30 2
Poles
BR
Load
Wire
Description
tire#
2
40
1.0 kw
as
A/C comp
1
3
q
Range
#6
12.0 kw
50
2
2
30
4.5 kw
#10
40 gal. water HTR
5
L
1
8
1
20
1.8 kw
#12
Pump
9
1 10
Dryer
#10
5.0 kw
30
2
I
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
15
16
Refrigerator
tt12
1.2 kw
20
1
1
20
1.3 kw
412
Kitchen S.A.C.
11
Is
Recepts
#12
20
1
I
20
1.5 kw
tt12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
1
20
1.2 kw
412
Clothes Washer
21
22
Recepts
#12
20
1
1
20
0.81 kw
412
Garage Door Opener
23
24
Recepts
412
20
1
1
20
1.4 kw
#12
25
26
Recepts
#12
20
1
I
20
1.92 kw
#12
2i
28
Recepts
312
20
1
1
20
#12
General Lighting
- 29
30
Recepts
#12
20
1
1
20
#12
General Lighting
31
32
Recepts
#12
20
1
1
20
#12
General Lighting
33
34
Exterior GPCI
#12
20
1
1
20
#12
General Lighting
35
36
Bathroom GFI
#12
20
1
1
20
#12
Smoke Detectors
3-7
38
General Lighting
#12
20
1
1
20
#12
Bathroom GPI
39
40
General Lighting
412
20
1
spare
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
Watts
Total(Watts)
General Lighting (3 watts sq. ft.). . . .
Small, .A.ppllance, C.ircult(s), ..... ...........
Range ..... .................. .................. ... .. ...
Refrigerator ..................... I ............................
Microwave
DishWasher
....... .
Clothes Washer
.................................................................
Clothes..D..Wer................................................
Water Heater ....................:
............ ........... ....... ..............
Water .Pump .................. ................................
Garage Door .Opener
1135
3
5,205
2
1.500
3,000
1
12,000
12,000
1
1,200
1,200
1
1,500
1,500
1
1,200
1,200
1
1,200
1,200
1
5,000
5,000
1
4,500
4.500
1
1,800
1,800
1
810
810
Total Zatts
3-1,415
First 10000 Watts 5100%
1
10,000
10,000
Remainder 2 i,415 e40%
1
0
lo'%4
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
30,964
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol legend
S
Single Pole Switch
®
Recessed Can Light
53
Double Pole switch
®
Egeball Recessed
PB
Push Button Switch
-0-
Exhaust Fan
Duplex Outlet
Ceding Mounted Light
Special Receptacle
0-
Wall Mounted Light
with Pull Chain (attic)
=.ec
U.P. Gr®
Waterproofground fault circuit interrupterPC
Floor Duplex Outlet
©
Computer Connection Jack
cm
Carbon Monoxide Detector
Flood Light
TO
Thermostat
m
Electrical Panel
®
Central Vac
E:14
Electrical Meter
®
Smoke Detector
Ceiling fan
©
Television Jack
Telephone Jack
AC DSc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
sPICR
Speaker Hook -Up
❑I
Intercom
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
B/A = BALANCED AIR
Electric Notes:
I. Use copper wire onlg, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFI protected.
6. ALL exterior outlets to be WP/GFI protected.
1 Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ PBC RM1602
10. A/C Refri erant lines that are run thru slabs must be
sleeved in PVC
11. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed by a licensed electrical
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all fees, permits, testing. and
inspections including blower testing where requrredd
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the work.
16. Contractor shall guarantee all materials and Workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed Without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
Vent-thru ---
Soffit
A/C
163 CFM
IOxIOX4
MASTER
BEDROOM
163 CFM
IOxioxt
12xl2x9
B/A
F 1 F 1
12xl2x9
B/A
CLOSE
IX
1109ATH
\\
10• I °
Meter 150 el
Panel
RM
X1
--r--ro 07-
w.H.
22' x 54"
I Attic Access
with light
-- - - -
�
GARAGE
MECH,4NIC,4IL L/4YOU7
ALE: 1/4" = 1'-0"
11. It is not the intent of these plans to
show every minor detail
of construction. The contractor shall fu
nish and install
all items for a complete electrical syst
m and provide all
the requirements necessary for the eq
ipment to be placed in
proper working order.
18. All work shall be done in accordance
with the N.E.C. and
shall comply with all local codes and ordinances,
and shall
meet all standard requirements of the
local electric utility
and telephone company.
19. The electrical system shall be complet
Iy and effectively
grounded as required by the latest edition
of the N-E.
20. All material shall be new and shall b
ar underwriters'
labels where applicable.
21. All equipment and panel sizes shall be
verified before
ordering. The contractor shall provide
circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called
for on the plans
or as selected by others.
23. All raceways and pipes placed in or
through any concrete
slab shall be spaced a minimum of three
diameters of the
largest conduit or pipe from any other
service.
24. All exposed wire below 9'-1" shall be
installed in metal EMT
conduit.
25. Dryer Vents to be installed per FBIC
RM1502
PATIO/SLAB
I
CAR IAT
ROM
I
I
I
Center Registers
It"! CFM on telling fan IG9 CFM
IOxio I � IOx10xl
�iPl
12°
91
I
DINING
ROOM
,.,V�.,
10
�� I IIL �IZSI
4 1 I 232 CFM
`VI 1 12xLx7
IL-�T V.• J
SECOND
BEDROOM
I
j 12xl2x8
�1 B/A
COVERED
PORCH
-H.B.
Vent thru
poifii
A/C disc.
ISO
tt2/0 Aluminum feed
AMP
I %," Conduit MCB
PANEL
M TE
AHU
2" PVC ( FPL)-�
2" rigid service PPL to u5#concrpebar i e 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
Braden t
Braden AIIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaias'comcast.net
Stuart_ FL
34996 UAAC000032
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP Gr
Install oulet
under disc.
not shown I
clarity _
0
I
v-
ECTRIC�4f=
PATIO/SLAB
SCALE: 1/4" = I'_O"
Attic V&ntlng Calculations FBC 2309.1
Total Attic Space = 2124 sq, ft.
Venting Ratio 050 = 194.1� sq. ft. required
Frovide A Continuous Vented Soffit
Wgnne Building Corp.
The Grdnd Carlton
Spanish Lakes
St. Lucie County Florida
Post Light with
Photo cell l
6'-3"
0
I
h
H.B.
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
feral ® IP
5r h ,
Date Drawn : Revisions Sheet Comm 4
5-9-I-1
GARAGE Drawn by:
LEFT C.C.U. E 1 12-2�
Checked by:
D_R_B_ OF 5