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HomeMy WebLinkAboutbuilding plans (2)Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
2L 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 A5TM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and L" en<
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail
spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attac
deck to trusses using attachment detail on this sheet
12
SLOPE 14
12
12"
H
H.
01
5/8" thick light textured
stucco on typical concrete
block construction
0
Flnlsh Columns with
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATION
12
4 1 SLOPE
\5/8" thick x 8"w cut /
coral finished stucco bands
SCALE: 1/4" = I'-O"
ELEVATION MOTES:
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" c.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 C 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
Finish Columns with / \ 5/8" thick light textured
5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
',EAR ELEVATION
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
- Roof Itch at -4:12 unless otherwise noted =sSeod
t Supply and
p crimp metal
_ /� ws with self I
Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 ,4n(� changes t0 ti11S plan Shall be submitted t0 the architect 30 Ib felt w26 ga. 5v crimp metal roofing attached to plywood deck using #9 x l.5" ned with Corrwood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval In wrItIng prlor to Starting eonStrUCt10n, o.c. at all li(type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end ^ III trusses usin
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into U J 1 n d o w or D oor. .
spaced L" o.c. at all laps and two staggered rows 12" o.c, in field. Attach
deck to trusses using attachment detail on this sheet
12
4 1 SLOPE
TERMITE TREATMENT REQI
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBUTY OF THE
CONTRACTOR OF RECORD
ALL MANUFACTURES LABLES SHO
U FACTORS AND SHGC OOMPLUV
WITH FBC ENERGY CODE MUS
REMAIN ON ALL DOORS AND WIND
UNTIL INSPECTIONS ARE APPR01
THESE PLANS AND ALL PRI
ARE SUBJECT TO ANY Cl
REQUIRED BY FIELD INSP
12„
—I
MAY BN NECESSARY %
H
Cq�PLYtNffR-ALL�TMiPPLI(
5/8"
thick x 8"w cut
coral
finished stucco bands
# l�dd- o1cs
6 i. LI-CK rnL^:TV RIT" nr.{
RFV1FNN 0FOR -XV
"y .
1,1
DATr
PLANS AND PI LN1IT MUST Hl
OR NO INS UG' ION NVILL tl k
SCALE: 1/4" = 1'-0"
5v Crimp Metal roofing FL #11651.12
attached to plywood deck using #9 x 1.5"
washer at 12" ox. max spacing over ASTM D
lent installed with min. 4' side laps and L" end
esistant tin caps and with 1.25" ring shank nails
two staggered rows 12" o.c. in field. Attach
ant detail on this sheet . J
-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" CDX Plgwood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12„
a' -I" T.O.B. H. 12"
®® ®® H .
12"
2"
o.H 5/8" thick x 8% cut H. 5/8" thick x 8% cut ®®® ®
coral finished stucco bands coral finished stucco bands ®0, I.
O.
thick x 8"w cut
coral finished stucco ban
5/8" thick light textured
stucco on typical concrete
block construction
tiara a Finished Floor
= Finis a Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - a-4° A.F.F. 5/8 thick light textured Finish Columns with
stucco on typical concrete 5/8" thick cut coral
block construction finished stucco bands
LEFT ELEVATION FRONT ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
2" x 4" top plate 1I � 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at W' o.c.
base -board 11 11 / 2 x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
CxC #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
nterlor Non -Searing Partition
nits
Braden It Braden AIA, PA Wunne Building Corp.
Architects - Planners
S.E. Coconut Avenue T .h e G� r a n d C a r l t o n
Telel (1-12) 28-8258
Fax : (7-12) 281-8283 Spanish Lakes
E—mail: bradenaiaecomcast.net St. Lucie County Florida
Stuart_ FL S4996 #AAC000032
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC
OCCURS BETWEEN THE BUYER AND YNNE BUILDING CORE
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM IdO)
Florida Budding Code Residential: 5th Edition and ASCE 1-10 for', Wind Loading
Budding Design is: Enclosed Risk Category: II Wind Velocity: 165ph ultimate
Mean Roof Height: II'-O" Roof Pitch: 4:12
Internal Pressure Coe icient:
Subjectabditg to damage from: Weathering: Negligible Termites: Very Heavu
Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate r!vylop
Wind Exposure Classification: C ITGFH1
Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO desiggn
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; Op9LDL+0.61llL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof Zone: 2. +20. /-51.0 psf
Roof Zone: 3. +20.4/-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/�141.8 psf Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psF
Shear Walls Considered for Structure? Yes = Roof Zone 2
Continuous Load Path Provided? es Walls Zone 5
Are Components an Cladding Detai s Provided? Yes END ZONE
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Te t: psi
This Building Shall Have the Following: Corner Zones
APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHEF Roof Zone 3
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 1psf
FLOOR LIVE LOAD: -Ar—> oaf FLOOR DEAD LOAD: 10 psf
JOB ,ADDRESS:
Date Drawn Revisions Sheet Comm #
3-1-16 10-18-14 Product
GARAGE Drawn by: Approval revision
LEFT c.c.u. 4-.4-11 _ 12-2
Plan Review ReVlslons
Checked by:
D.R.B. OF 5
FLOOR f=LAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-O"
1. Contractor to verify ALL notes and dimensions prior t0
ste high 6y 4" diameter
steel crash post. Floor
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts into
slab (3/8"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc.., to have
a minimum 1,400 P.S.i. fiber stress.
6.1
4. No dissimilar metals to touch,
2'r2" 2 2"
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
-
/'
/2°
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
13/8"
°
2'r;'
6. Drywall at ceilings shall be leveled and attached to bottom chord
4
of trusses with screws per FBC R702.3.5.
° °
2''
7. 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
2�,„
2,/2"
handicap accessibility requirements. ,,'
y2"
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
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
Masonry Beam
I"
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
x 6" P.T. Buck nailed to
block with case hardened Walla
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachmen
with F.B.C. R316 - see permit info box of code edition
18. Gypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931
A.0, C1002, C1047,C1177, C1178, C12718, C1395, or C1396 and shall be installed
according to the following: (FBC R702.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
drywall Into
Spacing
Maximum
installation of
wood framingmembers
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
l"
12"
13ga 1 3/8' long with 19/64" head
0.098" diameter x 1 1/4" long
annular -ringed or Sd cooler nail
�2
OR
Walls
Either
16"
g"
I6°
0.080" de. xx 1 5/8" long with
Direction
IS/64" head
OR
Gypsum board nail 0,086" dia.
x 15/8" with 9/32" head,
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
a
OR
0.092" dia. xx 1 1/8" long with
Walls
Either
16"
all
161,
Direction
1/4" head
OR
G psum board nail 0.0915" dia,
x 1/8" with 19/64" head,
Install SGD thru buck into p Ol0 block with i tap -con with
n
I I/2" penetration at 6" o.c. max. In®I
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/I6" 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 apprc
19. ALL ceramic tile Surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A137.1
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR C1178 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 accompanying smoke
developed index not to exceed 450 when tested in accordance with ,ASTM E 84.
Insulation shall comply with F.B.C. R316.
Grade
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411661.12
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 underlagment 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 ell laps and two stagggered rows 12" o.c. in field. Attach
deck to trusses using attachment detal on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) suppporting Max.
181011bs. upllft
12
4 �-
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
Aluminum Drip
' \R-30 blown fiberglass
Edge d Fascia
V-1/2"
in bottom chord of trusses
7
drywall with smooth finish
2" x 6" Sub -Fascia
Two rows of beam block filled with concrete
and (1) #5 bar Cont. in each row. Substitute
Kagean full o vent vingl soffit installed
====precast
lintel filled with concrete and (l) 95
bar Cont. for bottom row over openings
using 1/8" dia shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
1/2" drywall over I" x furringg
PI
strips at 16" o.c. with R4.1 -roll
nsulation on typical 8" Block walls
5/8" thick light textured
=
_
All drywall to be installed per FBC R102.3.1
stucco on typical concrete
and shall meet all pertaining ASTM codes.
"M"
block construction
m
Mortar to be Type only proportioned per FBC R607.1
and Mortar jonts shall comply with FBC R601.21
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vert. w/
30" overlap
Fill cell with concrete and
at each filled cell
(U #5 bar vert. (typical).
TYFICA
11 Max, spacing shall not exceed
Wood 48" unless 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
I III I.� -_- IIII-IIII I I I I I I I I ,III �
III IIII III
-IIII 14" x 14" Concrete footing
14" with (2) 45 bars cont. and 45
L SE C T i O N transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
N.T.S.
Head
fixed door
slidingdoor
E I/2" I
AREA CALCULATIONS
Living A/C =
1446
sq.
ft.
Front Porch =
141
sq.
ft.
Rear Porch =
200
sq.
ft.
Garage =
321
sq.
f t.
Total Under Roof=
2108
sq.
ft.
2" VTR
JIL
I
I
1
21' VTR
Mastery/ I JAL
Bath I
2,
Lay. I
2" I
Lay. I
4" 1 2° VTR
W.C. JIL
3° I
I I
r 3"
Shwr.
Kit. Sink I
I
Kitchen 2 I
I
I
Lay.
3"
W.C.
Bath #2 shay.
3°
C.O. T. Septic
PLUMBING RISER
1" x 6" 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 3/16" tap -con with
S l i d i n g Door D t a 1 l 1 1/2" penetration at 6" o.c, max.
from each corner and 20." o.c. max
thereafter at jambs per product approvalJamb
At Masonry Wall NTS
UJInd Ow
Schedule
Mark
Size
RoucIh open.
Window Description
PRESSURE ZONE
I.
4'-5%8"x 5'-3%"
54%8"x 63i4"
Single Hung
ZONE 4
2.
6'-2 %s"x 5'-3 %s"
15" x 63 !4"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 I/2"
2l%"x 38%"
Single Hung
ZONE 4
4.
4'-5%8"x 4'-2%8"
1 54%8"x 54Y8"
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 by contractor
with
manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X 7'-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %4"x 83%'
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
l4" x 81 %," 'f ;:°"
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2`
E-8"
Solid Core - Wood - 6-Panel
F
5'-0" X 6'-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
U
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core - Wood - 6-11anel - 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 #1
All rough opening dimensions to be verified by contractor
With manufacturers specs prior to construction
0
N
0
v-
141
O
T
07
Meter
O
EGRESS
IF3Q]Y
MASTER
BEDROOM
-O" A.F,F. 8'
Flat Ceiling
34'-O"
12" x 12" concrete column) block filled
with concrete and (2) #"I bars vert. tied
Into lintels above
Covered Porch
to 9'-8"
Vaulte Ceiling
GREAT
ROM
0 I
I
11 Rod il'Shelf
6'-O" c 4"
I I
m Vanity to
34 Y,"hig I a
CO I 2" x 6" knee -wall 8 I-O" to 9'-81" A,F,F.
O
rr r O I (K below counter top I Vaulted Oiling
__ I DINING
Milt- ROOM
iinE Rod d Shelf B /hs F\ I
a� y,. I
CO I -4W-, ♦` ♦ o,�
o \ `
I
°i
H g Wall
m
'KITCHEN
3'-8"
01
L
iy
8'-O" A.F.F.
Zv er;ang
-
{
7
O
-
Flat Ceiling
r
Upper cabinets to D
v extend over Ref. 3'-
i � ef. RR anw�® I
O eran9 - 14air Wn!
" \R-II Batt e naulatian W.H.
N I
I
u
N -
o
4"� Sieel Ballard
See detail op 1bik ,sl]@e%
F
22" x 54"
Provide auto Attic Access
I
O
closer with light
L-----j
Z
Q
22"
O
Amp .
panel
m
ae
GARAGE
E
ERGN EY
EGREs8
O
-4" A.F.F.
00
11
MT IL11
O
Flat Ceiling
0
r- - - - - - - - - - - - - - -i
Block wall in
i garage to be I
struck block
I I
I I
I I
I
I
I I
I A I
Vanity to be
/34 yz"high
II'-0 s/4„
O�I
0
BATH
Rod E Shelf Q'
rftS'�O` A,F.F.
Flat Ceiling
SECOND m\
BEDROOM ry
F-
EGRESS
O
- C VIER D 12" x
O R C with cor
6' 2"
0
' O O BOO
O
concrete column block filled
Le and (2) bars vert. tie O
into lintels above
-6" \ 6"
2'-8" 5 4„
T-65 T-C,
34'-O"
Install windows thru buck into
block with 3/I6" tap -con with
11/2" penetration at 6" o.c. max, Attach buck to block wall with
from each corner and 20." o.c. max 114" dia, Elco cone screws with min.
thereafter at ,iambs and 20" o.c. max. I/4" enetration at 12" o.c, max
Exterior face at head and sill per product approval P
of wall Buck to be I" x 4" PTace2" x L4" max from each corner thru
I4 /Vr,•,<° \ ofwallExterior� /" PT Buck
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
D e t a i l a t w i n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK D e t c I a t OOr
NTS INSTALLATION
Braden it Braden AAA, PA
w(gnne Building Corp.
Date Drawn
Revisions
Architects - Planners
411 S.E. Coconut Avenue
BStuart.
The Grand Carlton
AGE
3-1-I6
Drawn by:
10-18-14 Product
A proyal revision
P
3-'5-11
Tel : (172) 281-8258
LEFT
C.C.U.
-4-4-11 plan revew
Spanish Lakes
Fax (772) 287-8283
E-mail: bradenaia comcast,net
Checked b
FL 34996 #AAC000032
St. Lucie County Florida
D.R.B.9
F,
#8 Wood screws thru jamb into
at each hinge and 15" o.c. max
prior to door attachment
NTS
Sheet Comm #
2. 12-2
OF 5
STRUCTJRAL
NOTES:
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC, AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
EXPOSURE ="C"
3.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, #
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
2
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12 MINIMUM. FI$ERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE,
$5%E
MIX MAY SUBSTITUTED FOR WELDED WIRE MESH.
BE
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: 1-1/2"
6•
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
l•
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
Il,
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
FO U
ND /4 T
10
N
F
L/
I N
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Ang changes to plans must be submitted to the architect
for approval before proceeding With construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should ang other conditions be
encountered, the architect shall be notified in Writing for revision
4. Verifg all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and i #S bar vert. at -48"
o.c. max. Provide (1) filled cell on each side of openings upp to '-II" wide,
Provide (2) filled cells on each side of openings from io'-O" to 9'-II"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for ang other condition used. Foundation Walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
(o. Contractor to provide for Form Board Surveg — Form Board Surveg
to be provided to Truss Compang prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copg 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-30-1 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
tt5 bar Vert. w/ Seoverlap SEE TYPICAL
at each
cfi filled cell ECTIONS
4" concrete slab with fibermesh OR
6"xV #10/10 WWM on 10 and Visqueen over
-til clean compacted termite treated fill
—IIII III IIII_ 14% x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
F I TYPICAL FOOTING DETAIL
SFT 1- ITT = 17C5"
4" concrete slab with fibermesh OR
Cx6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step per
o foundation plan
,e.
10" (2) #5 bars cost. bottom steel
l
DETAIL AT C
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of footer
16" below finished floor
.71 'A
ARAGE STEPDOWN
Q(`AI = 1/1" = I' -
Verify house slab
height in field
a
IIII—IIII=
�'
30"x30"AC concrete
column footing with (4)
#5 bars each wag
SCALE 1/2" = I
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADE- \
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 bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
N
ORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
45 bar Vert. w/
30" overlap
at each filled cell '11SEE TYPICAL
4"_,�SECTIONS
Adjust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope. OX4" #10/10 1cted on 10emil
Visqueen
treated over
U5 bar in curb clean
Grade
m
14"w x 14"d concrete monolithic
footing with (2) 45 bars cont.
14"
�j GARAGE CURB DETAIL
SCALE 1/2" = 1'-0"
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 N T S
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrg Column With One
95 From Footing To Tie Beam
Conc, Fill To Be 3000 PSI
See Floor Plan For Location
ram,%
Sinale Felled Cell Column
NTS
Filled Cell Masonr6 Column With One
#5 From Footing To Beam Each.
Conc, Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it Braden AI A, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenniaBcomcast.net
Stuart. FL 34994 UAAC000032
w
U
A/C
—---- — — —-
-I-------I-
--
r -
=11'sd cell under
FI I glide- above
2-4 I W u, I o
Rear Patio/Slab
r _! to be poured separate Q F4 1
1 from the house slab.
�L II m I
Thicken footing to
24"w x 14"d x 24"L I 1
FI under filled cell a
under girder bearing. I °)l 101 4 IEDIQ E'CD
L--- — — — ——-----�0
Rear Patio/Slab to
be flush with bottom or
sliding door recess.
Slope 1/2" I i-
I I �_
I�-
I F-
I IlO
I
4" concrete slab with fiber esh OR
6"x6" #10/10 WWM on 6 mil Visqueen o er
1 clean compacted termite tr ated f111
FI
� I �
I -
a-
�i ° m
I
I�
I --�
~ 1 to
Nt-
I 4"90 Steel Ballard FI
filled w/ Concrete 0io
IFS I > I I I�ol I
I�Ia � It
I sv03 1 1 W � d
I ENM 1 1
I I ra
E ,� o
��E 1 L- a FI
93
o oI
a
I � I
IF5 s #0 Ll1 I Q° T T T T T T O °CE
° I " X u O 1 o -
`° 141-6„ I a I
0 I Ln
L — FS ReLess for — — — J �I
Garage boor OO C� — — — ° ° — — — — — — °
J
F
-6�, 6,
6'-2" I' F
12" x 12" concrete column block filled
with condrete and (2) 47 bars Vert. ti
Into Iihtels above
FOOTING SCHEDULE
size
Description
14"W x 14"D
MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS
JMark
12"UJ x 12"D
MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS
30" x 30" x 16"D COLUMN FOOTING WITH ('4) #5 BARS EACH WAY
8"W x 8"D
THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS
F5
14"111 x 14"D
With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB
LULinne
Building
Corp.
Date Drawn :
Revisions',:
Sheet
3-1-I4
10-18-16
!Product
�2
Grand
Carlton
11
GARAGE
Drawn bg:
Approval
revision
LEFT
c-c.u.
Spanish
Lakes
Checked bg:
St. Lucie Countg Florida
D.R.B.
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 98 x 2"
3. Minimum Sheathing Thickness 19/32" COX PI wood
4. Use nails or screws based on pressure for root 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
4"
6"
8d ring shank
16 psf
Zone 3
4"
4"
Bid ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
112.5 psf
** Use nails
or screws based on
pressure
for
roof stated
in permit
info box on these plans
for
zone
3
Concrete
/ Lintel
Verlfy with Plan
�12"x 12"
1 Column Block
Reber
Reber 48 Bar Dia.
Min. Overlap
Column to Lintel /4ttachment
Provide #5 bars with min. 48 bar Provides #5 bar set in re -cast
diameters overlap into beam. Tie hotel into beam where length of
filled cell steel into continuous 9
beam block steel. the opening calls for it.
Provide Cast -Crete 77
-F-y -
BUB-OB/OT precast -
lintel set in mortar
Min. 8" Bearing ---
Provide PT Buck
attached per iamb
ietalls into filled c
4" Pre -cast
Sill \
Filled Cell
Provide 45 bars with min. 48 bar
diameters overlap in filled cell. Tie
'filled cell steel into continuous
footer steel.
Poured Co
concrete h
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to vert. leg of
truss with IOd x 1.5' nails at 4" o.c.
Install Simpson MGT into wall usingg
5/8' dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
Poured Concrete
concrete block i
3LOCKING DETAIL Concrete )Manufacture
Manufacture
)ER STRAPPiNG Flush Mounted S
TER BEARING POINT
NTS
n
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
�/(
�"
I
I ED
I
IJ
I I
L
ASTM D Tape 2 felt paper using Bid nails. Substrate
to be 19/32 COX Plywood 6"
nailed at o.c. in
and edges with IOd ring shank nails into studs.
Mark
Size
and
Description
oast Supply and MFG Sv Crimp Metal roofing FL #II451.12
Two rows of
beam
block filled
with concrete and 1 #5 bar
5v crimp metal roofing attached to plywood deck using #9 x 1.5"
BI
continuous in
each
row. Hook
vert. bar over to bar with
p
crews with self sealing washer at 12" o.c. max spacing over ASTM D
P
) 30 Ib felt underlayment Installed with min. 4' side laps and 6" end
rdeck
#5 900 bend bar
with a 10"
min. lap at top bar.
stened with corrosion resistant tin caps and with 1.25" ring shank nails
6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
o trusses using attachment detail on this sheet
Additional Precast Lintel
#5 bara +.
•• CLEAR r"
;:z `}.r;y
9 1'
Lintel
I-ength
Bar
Length
Clear
Span
"
A
Bars
n
B
Bars
ii
' 1
2'-10"
2'-8"
I'-6"
2 #3
none
ioff
2'-2"
2,43
none
BF8-OBAT eF8-IB/IT BF8-I13/2T
4'-0"
3'-10"
2'-8"
2,93
none
#5 bars •.•.
#5 bare
CLEAR ",i -;`
4'-6"
4'-4"
3'-2"
2.43
none
:!?One Row of "H" ,;+Z'•;
r "r Block Above
S'-2"
4'-0"
2,#3
none
4'-6"
2.94
none
Precast Lintel r
..
Additional i
G'-6"
6'-4°
5'-4°
2,44
none
IL __-s, #5 barsL_i �____y
l'-6"
7'-0"
L'-2"
2,45
none
BPIL-IB/IT BFIL-IB/2T
7-10"
1 7'-0"
2,45
none
NOTES:8'-4"
ALL reinforcing steel is grade 60.
I. min. coverage of steel=1.5"
2,min. bearing required a ea. end=8"
3. standard for reinr. steel=ASTM AGIS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
window
or Doo
Unit
width
Lintel
Size
Cast -Crete
S eciflcation
Rows of
"H" Block
Above
"
Bottom
Steel
s17.0
Top
Steel
Size
Max
Gravitg
Load
(PLF)
Max
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2"
T-V
eFe-OB/IT
1
#5
3049
1569
1024
L31
2'-6"
2'-8"
4'-0"
BPS-OBAT
1
#5
2561
1343
163
L45
4'-5"
5'-10'
8F8-OB/IT
I
1 #5
1105
1 909
339
L50
5'-O"
C-L"
BF8-OBAT
1
#5
1238
835
121
LLO
6'-8.
T'-G'
8Ie8-OB/IT
1
#5
1011
121
534
LBO
8'-O"
9'-4"
BPS-IB/2T
1
#5
2
#5
152
591
512
L90
9'-O"
10'-6"
BPS-IB/2T
1
#5
2
#5
443
530
401
L908
9'-0"
10'-L"
BFI6-IB/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-0"
II'-4"
BF8-8/2'r
1
#5
2
#5
582
494
452
LIOOB
10'-0" 1
II'-4"
BFIL-IS/2T
ONE
1
#5 1
2
#5
134L
1028
452
Lilo
12'-0"
IT-4"
BF8-IB/2T
1
#5
2
#5
411
428
324
L120B
12'-0"
13'-4"
BFIL-I5/2T
ONE
1
95
2
#5
1015
110
324
LI40
14'-O"
15'-4"
8FIL-IB/2T
ONE
I
#5
2
#5
1250
409
259
LILO
IL'-O"
IT-4"
BF8-IB/2T
1
#5
2
#5
300
192
194
L160B
IL'-O"
11'-4" 1
BFIL-I13/2T
ONE
I
#5
2
#5
950
Soo
194
- 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'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails -
! 24" o.c.) supporting Max.
1810lbs. uplift
12
4
Aluminum Drip �
Edge f Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d ils
at each web
Detell
\lumin"m Panel
irzes per manufacturer
S Typilsal St d D tal
1/8" x 3/n" Wing Nut w/
appropriate washer and spacing
per manufacturer's Detach \
Stud Detail
Stud w! Die Cast Zinc N78
Nmkel Plated Wing Nut
nts
Brace Gable end
with 2" x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERf-:D WOOD TRUSSES
® 24"o.c. TYPICAL
( shop drawings bg manufacturer )
W
to
� X
r
O�
cv m
to
41
fL
=t N
u)
u I
�
u
O
atO o
Er_
CD
-
O
to a3 'V'
N
�"
Q
s
�
Lu
2
Ai
Brace Gable end
with 2" x 4" SYP #2 min.
8rt back nailed to bottom -
of top chords using (2) IOd
nails at each truss
Strap
truss to wall
using Simpson MGT with
5/8'
dia.
threaded
rod with min 12" embedment
into beam
either wet
set or in epoxy with
(22)
IOd
nails into
truss. Add blocking to
truss
leg
per detail
on this sheet
LLO
BI
ETA 2
LLO
Simpson HEIiTA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs.uplift
N_
L90 L90
BI BI
L90
-77
12
BI L45
12" 1 U u
BI 4 I I r
L31 B1
41SLOPE
laps fastened with
Attic
it It light
I
IIM L
W
MAX
I�
! JI
L45
Q
clog over ASTM D
side laps and G" end
11.25" ring shank nail
w
X
r
Oro,
N
+w +�
iQ °
aJGL
la-
N
T N
0 (0
drillp
QJ 00
BI
(n
cV
I
�
i
I
s
j
12'
I
I
I
I
1 BI
i L45 BI O
cV
Aluminum Drip � � R-30 blown fiberglass BI
a � BI �
Edge f Fascia 1/2" tfirck stucco on 3/8" hr-rib lath in bottom chord of trusses wo
attached to horizontal and vertical wood p] �- U-I
12 Prammg with nails or staples to provide 1/2" drywall with smooth fin8 finish iJ.l Im s I
2" x 6" Sub -Easel no less than 1-3/4" penetration into ou o p HTA L50
i ~
horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete frlCa e a lu
into vertical woad framing members y BI -1hor' t e truss'
and !D #5 bar Cont. in each row. Substitute u ( 2 N o.c sup Ortl X.
y precast lintel filled with concrete and (1) #5 181 Ibs! U Ilf
Ka can full i vent v 1. soffit installed bar cont. for bottom row over openings
ueng I/e" dia shank x 1.5" long gale, ��,�w BI BI '� p
roofing nails with 3/8" dia. head per BI I
N L90B
product approval -sea chart sheet #I 1/2" dr wall over 1" x furrin
3/8" thick light textured LL O L O
gg
9 stops a 16" o.c. with R4.1 fr-fod
stucco on typical concrete insulation on t lcal 8" Block walls = 12" x 12" concrete column yP
block construction
block filled with concrete _ All drywall to be installed per FBC R702.3.1
and (2) 41 bare vent, trail Varies - see plan T and shall meet all pertaining ASTM codes.
into lintels above oo Mortar to be Type "M" only proportioned er FBC R601.1 HETA 20
#S bar vert, w/ and Mortar joints shall comply with FBC �601.21
thicken edge to a"xe" % 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
with concrete and at each filled cell
one #5 bar continuous FIII cell with concrete and #5 bC C j^) L j�
be Flush with bottom of
BEYOND fl) bar vert. t D. jl" I\`Il
Rear Patio/Slab to (yP
icn
Max. spacing shall not exceed
sliding door recess. 48" unless otherwise noted
wood
see foundation plan notes for Top — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON TH'S SHEET
Bspacing at openings
IG" below
footer ow finished floor ase Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH A T d (: 12 UNLESS OTHERWISE NOTED ON T H i E. SHEET
Vxb' #10/10 WWM on G mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
Slope per foundation plan clean compacted termite treated fill
ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTIOI
II=III= III IIII IIII IIII IIII-IIII IIII IIIIi IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY
-IIII—IIII ICI IIII—IIII—IIII—IIII IIII—IIII IIII IIII--I TRUSS MANUFACTURER
-IIII=IIII=IIII IIIIII�IIIII—IIII=IIII=IIII=IIII -III Ilil- F — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
IIII;,IIIIII * ' ' TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
11�1=IIII IIII-IIII "' F3 T�plcal Section dt Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
Scale : 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTIO
Braden It Braden AIA, FA Wes(" nne Building Corp. Date Drawn : Revisions : Sheet Comm #
Architects - Planners 3-1-16 10-18-16 Product
411 S.E. Coconut Avenue GARAGE Drawn bg: Approval revision
Tel : (112) 281-8258 The Grand Carlton LEFT C.C.U. 4-4-I1 plan reel w 12-2,
Fax (712) 281-8283 Spanish Lakes
E-mail: bradenaia8comcast.net St. Lucie Count Florida Checked by:
Stuart, FL 34996 #AAC000032 D.R.B. OF 5
PANEL "A"
Poles
BR
Load
Wire
Description
circ#
are#
2
4
Description
Wire
Load
EBRPoles
2
40
1.0 kw
#8
A/C comp
1
AHU
ttl0
3.5
kw
2
3
2
30
4.5 kw
#lo
40 gal. water HTR
5
L
e
10
Range
#L
12.0
kw
5o
2
7
9
I
20
1.8 kw
tti2
Pump
Dr er
#lo
5.0
kw
30
2
u
12
1
#12
13
14
Dishwasher
tti2
1.2
kw
20
1
1
1112
Microwave
15
IL
Refrigerator
#12
1,2
kw
20
1
1
#12
Kitchen S.A.C.
Il
is
Recepts
#12
20
1
I
r
tt12
Kitchen S.A.C.
19
20
Recepts
tt12
20
1
1
#12
Clothes Washer
21
22
Recepts
#12
20
1
1
#12
Garage Door Opener
23
24
26
Recepts
#12E20
1
I
20
IA kw
912
25
Recepts
#12
1
1
20
1.92 kw
#12
21
28
Recepts
#12
1
1
20
#12
General Lighting
29
30
Recepts
#12
1
1
20
#12
General Lighting
31
32
Recepts
#12
1
1
20
#12
General Lighting
33
34
Exterior GFCI
#12
20
1
1
20
#12
General Lighting
35
34
Bathroom GFI
#12
20
1
1
20
#12
Smoke Detectors
31
3e
General Lighting
#12
20
I
1
20
#12
Bathroom GFI
39
40
General Lighting
#12
20
1
spare
41
42
spare
PANEL
"A" LOAD
CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting (3..watts sq, ft.)
Small, ,A,pphance. Circuit(s)... . .... . . . . .
..............................................
Refrigerator
.........................................
Microwave
......... I........... I ...............
Dish Washer
............................ .......
Clothes Washer
,Clothes .Dryer.
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
200
I
5,000
5,000
I
4,500
4,500
1
1,800
1,800
1
810
810
Total
Watts
31,415
First 10000 Watts
®100%
1
10,000
10,000
Remainder
21,415 ®40%
I
0
10,966
Electric Heat or A/C 10,000 00%
1
10,000
10,000
Calculated Load
Calculated Wattage Divided bg Voltage =
Watts
Voltage
Total Amps
Panel Size Required =
30,966
240
129.03
150 Amps
Electrical S mbol Legend
rj
Single Pole Switch
®
Recessed Can Light
S3
Double Pole Switch
®
Eyeball Recessed
FB
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
0--
Wall Mounted Light
=8
aterproof ground fault circuit
�4
Light with Pull Chain (attic)
®
Floor Duplex Outlet
Computer Connection Jack
CM 1
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
casm
Electrical Panel
©
Central Vac
g
Electrical Meter
®
Smoke Detector
Ceding fan
©
Television Jack
Telephone Jack
, c
A/C Disconnect
®
1 x 4 Florescent Light
2 x 4 Florescent Light
SPKR
Speaker Hook -Up
0
Intercom
® = JUNCTION BOX TO SUPPORT A FAN
Electric Notes:
163 CFM
Ioxlox6
MASTER
BEDROOM
143 CFM
IOxIOx6
12xl2x9
B/A
° 12x12x9
B/A
CLOSE
391
Ven t_thi:U __--
E oPo 1EIPgATH
AiC
Meterr� 150 Amp
Panel
I
-\
io^
I ° "
CFM
(-%them W
I
I
GR IAT OO RM
I
I
Center Registers
149 CFM on ceiling fan 149 CFM
IOxIOx I IOxlOxl
OFiC71
12'i
L--- - - -r--
�nAl
i�
- - - -
20ec20
T
I
I
I
I�
22" x 5
,
W
I I
>O
116"
1
Attic Access
with light
�
L - - - - -
Q
L r-
GARAGE
r----------------- iI
I
I I
I I
I I
I I
I I
I I
I 1
I I
I I
I I
I I
�Vl �::C�+4� N �C44 1 1 4� YouT
A/C disc.
ISO
#2/0 Aluminum feed AMP
I ''/a' Conduit PANEL
M TE
AHU
2" PVC ( FPL)-�
2" rigid service FPL Bare #L copper wire
g to #5 cont. rebar 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
SCALE: 1/4" = 1'-O"
I.
2.
Use copper wire onlg, no aluminum.
Provide and wire all required smoke detectors.
11. It is not the intent of these plans to show every minor detail
3.
Contractor to verify location of electrical
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
4.
service and provider.
ALL paddle fans shall be on a rheostat.
the requirements necessary for the equipment to be placed in
S.
ALL bath and kitchen receptacles to be GFI protected.
proper working order.
18. All work shall be done in accordance with the N.E.C. and
6.
ALL exterior outlets to be WP/GFl 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 utility
8.
AFCI receptacles are required in all rooms except
and telephone company.
Kitchen, Bathrooms, and Garage.
9.
A/C Return Air Balance Must comply w/ FBC RM1602
be
19. The electrical system shall be completely and effectively
10. A/C Refricierant lines that are run thru slabs must
FVC
grounded as required by the latest edition of the N.E.C.
sleeved in
11.
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 fees, 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 liability and property damage for the
or as selected bg others.
duration of the work.
16.
Contractor shall guarantee all materials and workmanship
23. All raceways 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 occupancy, or one
largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-1" 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. Dryer Vents to be installed per FBC RMIS02
COVERED
PORCH
DINING
ROOM
D t
I FM Vent_ thru
232 CFM
12x6xl
SECOND
BEDROOM
i
I , 12xl2x8
�'S B/A = Balanced Air
O= THERMOSTAT LOCATION
Braden t
Braden ,AIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
(112) 287-8283
E-mail:
bradenaia°comcast.net
Stuart. FL
34996 #AACOO0032
MASTER
BEDROOM
PATIO/SLAB
/'Covered Porc
1 I
WP GFCI
` II
11 1TVI
_ Smoke / Carbon Gi R AT
Monoxide Detector R O M
Combo
c I
I
GFCI
N
N ' I
H.B.
CLOSE 71 =
N GFCI I
I II
Exhaust Duct ^ J I I
GFCI i DiNINC
Thru Soffit - t-
Fc
OFCC M GFCI GFCI
,4NF
10 1,11��
I� °14 IT
/i KITCHEN I
4" Exhaust
Duct Thru
Wall
WP GF
Install oule
lsr.
under disc.
not shown N
or 0)
clarity
Q
AiC
Meter
1 �f I L - Mmots€ L. er- -
Monoxide Detector
/2Combo
/ �{" I '- " S CHfMPS F I °
i _ O rC\ / 50 CFFM
F N
GF GFCI ' /
42" GFCI W.H. / S - - - - - - -
I
22" x 54" I F/>,Cente 1 \\ W
1 I Attie Aeeass
\ L 31 with light - I
0 AMR O
15Panel Pull chain p neil onal location 1 ® is TV
light in attic S \
\ 42" GFCI Y
GARAGE �
� FIBII Garage \
Door �
Opener
I
1 / \ \
1
WP GFCI
I I J{T}
I I
COVER�U
T ' P-o-R_CH i
v� -U
EL�=C7RfC/4L PL,4N
SCALE: 1/4" 1'-011
Post Light with A c
Attic Venting Calculatlons FBC 2309.7
Total Attic Space = 2124 sq. ft.
Venting Ratio VISO = 14-16 sq. ft. required
Provide A Continuous Vented Soffit
Wgnne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
Photo cell
o
V
� L)
LV
p °ul
I �
�a
N `-
Date Drawn Revisions :
3-1-14 10-18-14 Product.
GARAGE Drawn by: Approval revision
LEFT C.C.U. 4-4-11 plan review
Checked by:
D.R.B.
IT
File Col
Exhaust Duc
7bru Soff
Wire For
Front Post
Light
Sheet Comm $
E - 1 12-2
OF 6
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
0 IF MULTIPLE PLY. A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Spanjor less A
30 degrees
or less
1 2
Line P n approx.
Truss must be set this way if crone used.
True. le an example• pur true. mpy not match.
tsist crane operator sets truss this way.
30' to 60' Span A
SDreader Bar
I. �_Approx 2/3 tom
Line 1/2 of Span
REFER TO HCSI
rss must be set this way if crone used.
This is on example• truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed. A
A I F-Z H A N C7 l_ IE= FR N O T E
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRE5ENT5 A HANGED
^� For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
be as
de tabt
e nails.
SEAT PLATES BY CHAMBERS
to
1n
to
m
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 r—
upset=114" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 r—
� 8A 1"_
12 2.00 Y
upset=1/4" heel=3 15116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
L ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
�► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
"
"
GARAGE RIGHT
W
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
FABRICATION AGREEMENT'
�RUSSEB.CANNOT BE STARTED UNTIL TH19 AGREEMENT IS SIGNED 8 RE
The legal description of the Property where the trusses wig be Installed Is:
7Ae dridera no adgwwledges and agrees;
J. Tnlasa s wig be made In strict accordance with this truss placement dlagra
vit . to the sole authority for determining successful fabr(csgon of the trusses.
3. A' dimensions In this layout have been vedfled by the undersigned.
leS. UNeu written notice b Drovlded by certi'ad rag to Chambers Truax withlr
y. of delivery the ur danlgnad egress that no ba%1 t rges.wttl be &'owed. in
suds vrtltlen notice le A pill hed Chambere Truss she' have throe (3j bus�yymmass dryr
tri�bepI repairs required, or to substitute other trusses, et Chambers optlSn.
y�The undersigned admadad receipt of •SCSI
1-09• summery sheet by TPl a
$.Delivery b to Jab she. It
b the buyer'; responslbil to make Ihs Job acre au
delhfgry. Chamber Truss has the sole authority to detennlne the aulubll'y of the Jot
(ldpdn o! theJob slte for delivery. Chembere Truss will be reSpanslble for r mp del1,
TI1e buyer Is responsible hx addltlonal delivery expenses lt Chembare Tnns has to
because Job site le not prepared for dslivmy or buyer Is not prepared for delivery 01
Buyitels responsible to Chambers Tens for lowlnp coati due to site cond'lons,
' zQ,,fda o shown In paragraph 7 below le subject to change S carry changes are.
this leyouu A StiO per hour fee for mdabns may be charged by Chambers Truss.
.,'`TIs Is a PURCHASE ORDER to Chambers,Truss of the sum agreed to,
nl a ueeeoriabia price. Imobe wl' be made on delivery and paid within tern
onSVaig. Invdce they be made at eeheduled date of deMeryR buyer eanno
Iiii ry'of febriceted trusses. Ths undarelgrred agrees to pay Chambere.Tryss rem
edcmney's fee for colbctlbns In aver of payment rrot timely made. 1-112 lilt per montt
ehargi wilt lea added for &' sums not psld within terms.
8; Signs or Initials anywhere on this sheet Cons= apreeme: d to OR terms he
�, Q. In corislderstlon of Chambers Truss axtending eredlt for this material tha undi
unoondidonally guarantees payment when due of any and a' Indebtedness <
Chambers Truss by any entity receMng materiel and the undersigned. agrees to p
Indebtedness Including aflomsys fees, 0 default In payment for material be made
nadplent.
: 10: In the event of any litigation corxeming "a agreement, the term fumrshed he
,or payments referred to herein, this parties agree that the sole venue nor any such at
'be 6alnt h0cs County. Florida.
i r1A:Opalgn responsibilities are per "National Standard And Recommended Guidelln
RaeponsMb 11.1 s For Construction Using Metal Plate Connected Wood Trusses
!Ns7vrpUWTCA 4-20M- '
:DATED
816NFD__ „
nr.. .
apresdwbwmaybete"tedper'ECSII-Wlopwmttrj $clan
of aItIpte ply trusses must be fastened together per engineei
'iaiore they are sat, failure to d� so can result In root collap
W*Iyporery and permanent bracing are required and can saw
:� and property and Is the reaponalbillty of the truss erector
�
$grdy the contents of the Inforni1lon packet Included on dell
before setting trusses.
spa:r4,3
011; r hrssesrmmtbeastandlxacedperdeslonbprauentiriury&darrtal
Trusses must be st pidrnb and square
Do notiset bunks or stack of plywood, roofing material or a
_,q her go6eentrated loads on trusses, this can cause collapt
`: ,V o NCIT SET TRUSSES USING THIS LAYOU
--USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSI
`:;;:CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerce; Florida 34982-6423
800-551-5932
' ±NptPlerce 772.465-2012 Fax 7724111"711
oro•Beach 772-669.2012 Stuart ' 772-2863302
f:;i«:•+' Walt Slta: CMAMBERSTRUSS.COM
The Architect's or Architect's
shop drawing approva
"double check" of the c
The contractor shall romal
for checking field moasul
other construction criteria
approval covers general
review of truss strapping, m
structure from g ity and u
their re pe ti oc11;
Approved By: a
Dale:
92.0/93.2 MITEK 4.2 Braden Braden A.I
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUP
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Re
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Top Chord Live
20
Top Chord Dead
7 4.2
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-01,
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with tit
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:XIC /0
Date:04124/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 -7 35'
67 4JY 5/45on y