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HomeMy WebLinkAboutBuilding PlansZ
Finish Columns with
5/8" thick cut coral
finished stucco bands
12
4 SLOPE
COVERED
PORCH
LEFT ELEVATION
Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9
wood screws with self sealing washer at 12" o.c. max spacing over
(type 2) 30 lb felt underlayment installed with min. 4' side laps
laps fastened with corrosion resistant tin caps and with 1.25" ring
spaced L o.c. at all laps and two staggered rows 12" o.c. in e
dpeck to trusses using attachment detail on this sheet
O O
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: 1/4" = 1'-0'
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
26 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 4" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
1•J
3�
5/8" thick light textured
stucco on typical concrete
block construction
. GkESS
3 3 ,
5/8" thick light textured
stucco on typical concrete
block construction
5/8" thick x 8"w cut
coral finished stucco bands
RIGHT ELEVATION
SCALE: 1/4" - 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/PL
��
Product
Model #
Manufacturer
Glass
Attachment method
xpJEST tion
Date
Design Pressure
of Approved Tests
42,3
t4
FLU 239.3
Single Hun
g g
SH-100
Impact
PGT
5/14"
1/4' din. tapcons w/ min. 1 3/8' penetration to he
spaced per product approval. Contractor shall adhere to
min. edge distances specified in Product approval
+ 80.0 PSF
—
A
I4-0330.02
Overhead
Garage Door
Model 824/811
9'-1' max. width
16,-o" max height
DAB
h seed f6evi
* Y"VRE no sis x a' Hdh"HLC bftt 8asve anchor. it 6 ac.
u ' 1a �' • 6itin•• I �r w sea
, :� c � ge a s• �Wiekwe 'i°�.s' �,a . �118 � . pi
r Nl. 1/I6' MAN, an 'a. and
10-9-21
+ 50.0/-60.0 psf
B
FLU 16614.1
Fiberglass
Design Pro/
Smooth Pro
Jeld—Wen
Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max
from corners and 11.5" o.c. max. thereafter in heed and jambs.
+ 50.0 PSF
C
FLU 251.5
Sliding Glass
Door
Series 110
SGD
PGT
1" nom
" "
Type GSA
1/4' dia. tapeona w/ min. 1 3/4C" penetration to be
spaced per prnuct approval. ontractor *hall adhere to
min. 2 1/2' edge distances specified in Product approval
+ LO.O PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
JEST
Ezppiration
Date
Design Pressure
of Approved Tests
Mullions
FL# 241.1
1' x 2 3/4' x .315'
PGT
Install per fastener type and spacin s shown in Table IA and IS
in product approval on sheet 5 of 2.
+ 58.0 PSF
Roof
FLU 11651.12
5V Crimp
Metal RoofingGulf
Coast Supply
and manufacturing(type
24 a. 5v crimp metal roofing attached to plywood deck using #9 x 1,5"
wood crews with self sealing washer at 12' o.c. max spacing over ASTM D
7) 30 Ili felt underlayment installed with min. 4 side laps and V end
P
la t stencil with corrosion resistant i
%aced 4' o.c. at all laps and two stagpgered. rows 12' o.c. In Attach
deck to trusses using attachment detel on roof plan
—108.5 PSF
Siding
Stucco on Block
Soffit
FLU 12198.3
Model T4 12' vented
Vinul Soffit
Kagcan
Install using 2" x 2" battens at V o.c. screwed to soffit framing using
#e x 3' wood screws at each truss. Install soffit tc battens using
0.12' dia. x 1.5' I ri sink nails with 8' dia. cad.
+55.0/-35.0 PSF
Hurricane
Panels
_q
I have reviewed the above and approved it
by my seal below. ( Architect or Engineer of Record )
12
SLOPE 4
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
26 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" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6' o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
H GRESS
2
5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELEVATION
Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12
24 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 4' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
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 Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
4 1 SLOPE
2" x 4" top plate 11
1/2" drgwall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at 1C o.c.
base -board
2" x 4" P.T. bottom plate
:i ,i
4" concrete slab with fibermesh
OR
4"x6" #10/10 WWM on 6 mil Visqueen
over
clean compacted termite treated
fill
Interior Non -Bearing Partition
nts
Braden t
Braden AIA, PA
WQnne
Building Corp.
Architects
— Planners
411
S.E. Coconut Avenue
THE
MANOR 1
Tel :
(112) 281-8258
Fax :
(112) 281-8283
Spanish
Lakes
E-mall:
bradenaiaecomcast.net
St. Lucie County Florida
Stuart. FL
3499L UAAC000032
12
SLOPE 14
COVERED
PORCH
SCALE: 1/4" = 1'-0"
LN
■ ■ ire �i i�i i�i �i
SCALE: 1/4" = 1'-0"
2"
M
IR
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate
Mean Roof Height: ll'-Q_ Roof Pitch: 4:12
Internal Pressure Coefficient: ±O_I8
SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy
Width of Roof End Zone: V, 4" Wind Speed: 145 mph ultimate
Wind Exposure Classification: C
I �$°i0rra
1.21 x O.L = 0.12L
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.4DL+0.6WL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof Zone: 2. +20.L/-51.0 psf
Roof Zone: 3. +20.6/-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
Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
® = Roof Zone 2
Walls Zone 5
Are Components an Cladding Details Provided? Yes
END ZONE
Minimum Sal Bearing Pressure:2 500 psi, Presumptive: X Bg Test: psi
- Corner Zones
SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS
Roof Zone 3
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: _5__ psf FLOOR DEAD LOAD: IO pal
JOB ADDRESS: t�j�
MODEL: Date Drawn Revisions
9-9-19
GARAGE Drawn
RIGHT Drawn by:
C.C.U.
Checked by:
D.R.B.
�i
C , r�
r
•
Comm ii
18851
FLOOR FLAN 4"
CRASH POST DETAIL AREA CALCULATIONS
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.S.
I. Contractor to verify ALL notes and dimensions prior to
36" high by 4" diameter Living A/C =
1,124 sq. ft.
proceeding with Work.
steel crash post. Floor Back Porch Total =
Flange
210 s ft.
q'
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
with 4 - 3/8"
expansion bolts Into Garage =
455 sq. ft.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t 50 ksi steel plate) Front Porch Total =
9b Sq. ft.
a minimum 1,400 P.S.I. fiber stress.
`„ Total Under Roof=
2,485 s ft.
q"
4. No dissimilar metals to touch.
2Fa" 2h"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
Total Volume = xx,xxx
sq ft.
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
"'
03/8"
0
L. Drywall at ceilings shall be leveled and attached to bottom chord
'
2%"
4
of trusses with Screws per FBC R-102.3.5.
p
2�"
Attach buck to block wall with
1/4' dia. Elco conic screws with min.
1. ALL wood in contact with concrete Shall be pressure treated.
0 O
1 1/4' penetration at 12" o.c. max
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
" 2" x44"mFTPrB fromeachcorner thru
Exterior face
9. ALL plumbing fixtures to be low flow.
Iof wall
10. Contractor to Provide Drain at water heater in accordance
arias �I
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
#8 wood screw& thru jamb Into buck
handicap accessibility requirements.
2%"
2i�"
at each hinge and 15" c.c. max and
Detall at Door prior to door attachment
12. Lowest finished floor to be set by Governing Building Department "
�"
,
NTS
surveyor t0 set in field.
13. Separation between residence and garage shall be per FBC R302.4
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
BLOK
INiSTAL ATIONRIOR TO BUCK
Water Heater
Install windows thru buck into
block with 3/IL" tap -con with
1 1/2' penetration at 6" o.c. max.
I5. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20.' o.c. max
p p
"approvalx
IL. Wall and ceiling finishes shall have asmoke-developed index of not greater than 450 per
thereafter
FBC R302.9.2 Exterior face and tallaper produ2ct
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
or wall Buck to be I" x 4' PT
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
varies
materials exposed on the underside of the roof deck or on the attic walls shall comply
71aa
with F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM Cab, C19, C4-15, C514, CL30, C931
I"x4" P.T. Buck nailed to
C`ILO, C1002, C1041,C11�11, C11-18, C1218, C1395, or C139L and shall be installed
lock with case hardened nails
Detail Windows to window attachment
according to the following: (FBC R-102.3.5)
at prior
Masonry Beam
drywall
Framing
Max.
I" x 6" P.T. Buck nailed to / NTS
block with case hardened nails
Thickness
Location
Orientation
Member
s
fastacineners
Nall sizing options for
Spacing
of
installation of drgwall into
/ Install SGD thru buck into
block with 3/16" tap -con with
penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
0 0 Use VIC' tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20" o.c. max
therea#Fter at sill per product approval
I" x 6" P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment
7M7;`, _
fixed door
sliding door
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, n Masonry Wall
A108.1, A118.1, A118.3, A13L.1 and A131.1 %'
20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall Bottom Track" Typical Flooring
be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into
21. Insulation includingfacings such as retarders or vapor permeable members Installed block with 3/14" tap -con with
g p p 1 1/2" penetration at L" o.c. max.
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding D OOr Detail From each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompanylng smoke thereafter at Jambs per product approval Jamb
developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS
Insulatlon shall comply Wlth F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5"
woad 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 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
hurricane anchor at each truss 12
With (10) IOd x 1 1/2" nails
t 24" Max.
PRE-ENGINEERED TRUSSES
c.c.) supporting 4
181olbs. uplift
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
Aluminum Drip --��
R-30 blown fiberglass
Edge t Fascia
in bottom chord of trusses
I/2' 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
Kalican full o vent vingl soffit installed
precast lintel filled with concrete and (l) #5
gar for bottom
using 1/8' dia shank x 1.5" long gals.
cost_ row over openings
roofwg marls with 3/0' din. head per
product approval - see chart sheet #I
I/2" drijuiall over I" x furringg
strips at 16" O.C. with R4.1 trfod
Insulation on typical 8'I Block walls
5/8" thick light textured =
All drywall to be installed per FBC R102.3.1
stucco on typical concrete T
and shall meet all pertaining ASTM codes.
block construction m
Mortar to be Type I'M" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
#S bar Vert. w/
30' overlap
Fill cell with concrete and
at each filled cell
(l) #5 bar vert. (typical).
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
VxV #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
Grade r :,..�..:
.. ; : .'.r.......:...
l IIII _
I I I I=1 i t=III=1 -III'
"'-iillll
14" x 14" Concrete footing
with (2) #5 bars Cont. and #5
TY P I C A L SECTION
transverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
UJindow Schedule
Mark
Size
Rou h Open.
Window Description
PRESSURE ZONE
I.
4'-S%'x 5'-3 %."
54Ys"x 63! '
Single Hung
ZONE 4
2.
P-231s"x 5'-3 %s"
15" x 63 %s"
Single Hung
ZONE 4
3.
2"-2" x 3'-2V2"
21h"x 38%"
Single Hung
ZONE 4
4.
3'-I" x 5'-3 %s"
38' x 63'/;'
Single Hung
ZONE 4
S.
4'-5k°x 4'-2%"
54ke"x 54V'
Single Hung
ZONE 4
L.
2'-2" x 2'-2"
25" x 24 %,°
Fixed Glass - Tempered
ZONE 5
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'-O" x 1'-o"
108" x 84'
Overhead Garage Door
ZONE 4
B
3'-0' X C-8"
41' x 83 %"
Fiberglass Panel - Inewing
ZONE 4
C
5'-O' X L'-8"
TV x 81 %" ems'
Sliding Glass Door
ZONE 4
D
2'-O" X V-8"
Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81
E
X-0 x 6'-111"
Solid Core - Wood - 6-Panel
F
3'-0• X 6'-8"
Surface mounted S.C. - Wood 6 panel over 32' drywall opening
G
2'-8" x 6'-8" x 1 N"
Solid Core Wood. Steel, or Masorete Door
H
X-8" X L'-8"
Solid Core - Wood - L-Panel
J
2'-6" X L'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #I
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 bg contractor
with manufacturer a specs prior to construction
Braden It Braden AIAe PA
Architects - Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenala0comcast.net
Opt. PATIO SLAB
21'-0"
14'-0"
12" 9'-6"
12 9 -6
"IF -.11
E
OLLiaoI =4C.
/
EGRESS
12" x 12' Concrete column) 21'-O"
Rill
oc i e
wit concrete an
(2) #1 bars
vent. tied Into
lintels above
0
COVERED o
PORCH
o MASTER _=
O°
° ° °° ° CD CD BEDROOM
0
8'-O" A.F.F.
Flat Ceiling
1
s
©
2048"
if
I
Vanity to be
5
Oi
® 3445" high
©
I
GGR AT r ICLOSET
_ n
�lOM
O
in
N
I �,
'-8"
8'-O" to A.F.F. a
Vaulte8 Ceiling
I
I i
O�r
Rod t Shelf
I r--==:;I
a- I CLOSET I
I �I I
p
I Align cabinet 15'"
with outside
f ref. wall
IO'-l" 4'-3"
IT 1
O
x
O�
©
_
BAR TOP _ _ _ fn
- -
r
I
Pantry
1 Cabient
DWi O�
to
i
lax E
O
h
I LINE
N
CABINET
'9
4a'o Vanity
I JUNIOR
o
KITCHEN Vanityy to be
I `^
O
8'-O" A.F.F. 34.5" high MASTER
E)
Flat Ceiling I BEDROOM
BEDRto OOM
Upper cabmete
ovewill
Flat Ceding
L - O
- - - - 13'-2"
6 Shelves
Q° P,14
UJI
W'
IET
N 33"w knelt
Il! space O
O H.B. p I Q 00K %n
T I
m
IW
x
O "a
WL UNDRY
d r
0
IF
Wgnne Building Corp.
THE MANOR 11
Spanish Lakes
St. Lucie County Florida
fanity to be v 17.
\\R-II Batta�
34.5" high Provide Auto loser on Door W.H.
22" x 54' ,
I 4"4' Steel Ballard
Attic Access See detail on
`7�lear wall -3 I with light I sheet #2
space for L - - - - - J
door
d
J 3 0 0e
EKED
In line
with door n
to laundry
COVERED
12'-8"
PORCH
all
5f
2 CAR
GARAGE
Batts O
8'-V A.F.F. tY
Flat Ceiling ----------- -
I I
I I
I lock walls in Garage I
�- to be struck block I
I I
I I
I I
I I
I I
I I
I I
1 1
21'-0"
12"L 11'-8" 3'-8" I6'-O" ® 2'-8"
< >,_ J
12'-8" 22'-4"
MODEL:
Date Drawn
Revisions
9-9-19
GARAGE
Drawnn by:
RIGHT
IMPACT
C.c.u.
Checked by:
D.R.B.
REVIEWLD FOR
CODE COMPLIANC
ST. LUCIE COUNT`.
BOCC
Sheet
2"
OF 5
0
W
IV
W
a
Z:
W
H
CR
on
T
iv
O
in
Comm 4
18��1
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
F0LADAT10N FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (OL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"'
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL.
11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
1. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified In writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide.
Provide (2) filled cells on each side of openings from b'—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 24" 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 truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade X, meeting ASTM A-14 and
A-35 specifications. ALL Anchors to be A-301 Steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap SEE TYPICAL with concrete and
at each filled cell �4ECTIONS one #5 bar continuous
4" concrete slab with fibermesh OR
VXV #10/10 WWM on 10 mil visqueen over
clean compacted termite treated fill
1111=17`1�14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14"
TYPICAL FOOTING DETAIL
J 5CALE 1/2" = I.-V"
4" concrete slab with fibermesh OR
6"x4" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cunt.
Step per
Q foundation plan
(2) #5 bars Cont. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = I'-O"
12" x 12" concrete column
block filled with concrete
and (2) ui bars vert, tied
into lintels above
NJ -
Top of footer
16" below finished floor
fE1113111E1113111
Verifg house slab
height in field
.0 3O"�
COLUMN FOOTING DETAIL
30"x30"xl6" concrete
column footing with (.4)
#5 bars each way
1/2" = 1'-0"
If
SCALE: 1/4" = 1'-0"
FOOTINGS
SCHEDULE
Mark
Size
Description
I
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 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8"W
x 80D
I THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
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.
SCALE 1/2" = 1'-0"
#5 bar vert. w/
30" overlap
at each filled cell SEE TYPICAL
ECTIONS
Adjust curb height Filled Cell Masonry Column With One
based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam
slope. VxV 410/10 WWM on to mil Visqueen over Conc. Fill To Be 3000 PSI
#5 bar in curb clean compacted termite treated fill See Floor Plan For Location
0'-0" e F.F.
Grade
Single Filled Cell Column
—i i l III I I I— 14% x 14"d concrete monolithic NTS
footing with (2) #5 bars cant.
Filled Cell Masonry Column With One
GARAGE CURD DETAIL C From Footing To Beam Each.
Conc. F111 To Be 3000 PSI
SCALE 1/2" = 1'-0" See Floor Plan For Location N
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 NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Double Filled Cell Column
NTS
Braden it Braden AIA, PA
Architects - Planners
41'1 S.E. Coconut Avenue
IfB Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net
r
21'-0"
12"I q, 6„ 121" 9
AA_ —
�I °>Fm
J---� -a-� "I ILJ z-®--
12" x 12" Concrete column
block filled with concrete and
(2) #1 bars vert. tied Into - p
lintels above W
0
14'-O"
r— — — — — — — — — — — 1
I FI FI I
I I
I °- -
0 Rear Porch Slab to � L 1
-A be poured separately
I 0) from House Slab.
I Thicken footing to
a 24% x 14"d x 24"L
under filled cell
101 1 1 leiE N 0 CD 0 under girder bearing_ FI I
I------------y-----U
r Rear Patio/Slab to `� Q
FI be flush with bottom of FI
sliding door recess.
Slope I"
11 I
I
iI I
�I I
I
aI I
;I I
�I I
�I
I FI
�I
I
I I
g I FI i O
1 4" concrete slab with fibermesh OR
60#x6" 410/10 WWM on 6 mil Visqueen over I '-
.a I clean compacted termite treated fill I '©
-a I
I
�1 I
I _ I
DWI 0�
� I FI 1
to
�O I
FI I �-
r
i
1C7o F-
I I' -
I
1 QO I —
I to
�1 10-LEI — — — — — — — — — —
Q / — — — — 0 -
I 1 / �------- ;r W.H
I I / 181��11
40$ Steel Ballad
I l See detail on
sheet #2 I 0
I II I
15 Panei�
C I m
4" concrete slab with fibermesh OR I
I 6"xb" 410/10 WWM on 6 mil Visqueen over p
e � clean compacted termite treated fill N
_ CFI ] I I ZIL 21'-0" O
FIE tO o ® I �I
IN
gel Q I I I [�f, QQLU
I�-
I 0 6 1 to I I.
1r-e°
" 8
QI
pL
——
———————— — — — — ——
--�
— — — — — — —
8101Recess
for
7S
01@11
arage oor
12" x 12" Concrete column
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
2'-a"
W, n�ie Building Corp.
MODEL:
Date -19 :
evislons :
Sheet
T H F— MANOR 11
GARAGE
RIGHT
Drawn by:
REVIEWED FOR
3
IMPACT
C.C.U.
CODE COMPLIANCE
_
Spanish Lakes
Checked by:
ST. LUCIE COUNTY
St. Lucie County Florida
ID.
D
me%^„
OF 5
Comm #
18��1
ROOF: SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Kree
Area
Edge
Field
Fastener
Pressu
Zone 1
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
16 psf
Zone 3
4"
4"
Sd ring shank
84 psf
** Zone 3a
s
6"
#8 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
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide Cast -Crete
SUB-OB/OT precast
lintel set in mortar
Min. 8" Bearing
Provide #5 bar act rn pre -cast ROOF F L A N Scale : 1/2" = 1'-0"
lintel into beam where length of
the opening calls for it. - Overhangs at 1'-0" unless otherwise noted
- Roof pitch at -4:12 unless otherwise noted or
Provide PT Buck
t.:rJ
r:- .•j
attached per ,Jamb
details into filled cell
`
4' Pre -cast
Sill
I.-.
1:.''1
Lc•.d
- Truss shop drawings to be provided by manuf
- Any changes to this plan shall be submitted
architect for approval in writing prior to stz
- ALL TRUSS TO TRUSS CONNECTIONS
TRUSS MANUFACTURER
- Architect to review Truss Shop Drawings P
to construction for layout and uplift verif Icat
Poured Filled Cell — Contractor to provide for Form Board Sury
Form Board Survey to Truss Company prior
Provide #5 bars with min. 48 bar
diameters overlap in filled cell. Tie
�Jfiljed cell steel into continuous
/ footer steel.
Concrete Footing
.' (see footer schedule
_ �• for exact sizes)
DETAIL AT WINDOW OPENING IN
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 I.5 nails at 4' o.c.
Verify with Plan I \ n install Simpson MGT into wall uang
Concrete III --ill 5/8' dia. threaded rod set min. IZ"
12 x 12 into wet beam and (22) IOd nails into truss
�Lintel Column Block
Column
_�\t#1
Rebar
Rebar 48 Bar Dia.
Min. Overlap
to Lintel Attachment
NTS
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
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
A5TM D Tyype 2 Pelt paper using ed Halls. Substrate
to be 19/3Z' CDX Plywood nailed at L" o.c. in field
and edges with IOd ring *hank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wooscrews 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 1.29" ring shank nails
spaced L' o.c. at all laps and two eta
ggered rows 12" o.c. in field. Attach
deck to trusses using attachment detal on this sheet \
Additional Precast Lintel .
tt5 bara
CLEAR
Lintel
Length
Bar
Length
Clear
Span
" u
A
Bars
u "
B
Bars
2'-10"
2'-8"
'-6"
2,1t3
none
1 I 1 1 I
1 •''
~Y<•�
1 1 1 1 1 1
3'-4"
2'-2"
2,1;3
none
8F8-OBAT eFS-IBAT 8F8-IB/2T
Additional
4'-O"
3'-10"
2'-8"
2 #3
none
tt5 bars
ILEA :! <+1
'One
4'-6"
4'-4"
3'-2"
2,43
none
Row of "H" ''•% '::)
Block Above
5'-2"
4'-0"
2,#3
none
"' Precast Lintel
5'-10"
5'-8"
4'-6"
2,#4
none
1:.....
Additional i
6'-L"
L'-4"
5'-4"
2,#4
none
#5 bars ti y
1'-6"
1'-0"
6'-2"
2,#5
none
BFIL-18/IT BFIL-IB/2T
8'-4"
1'-10"
1'-O"
2,45
none
NOTES:
ALL reinforcing steel is grade 40.
I. mim coverage of steel=I.5"
2. min. bearing required a ea. end-8'
3. standard for remf. steel=ASTM A4I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or D
Unit
WidthSize
Lintel
Cast -Crate
Specification
Rows of
"H" Block
Ab�re
" "
Bottom
steel
Size
Top
Steel
size
Max
Gravity
Load
(PLF)
Max
Uplift
Load
(PLF)
May-
Lateral
Load
(PLF)
L22
2'-2'
3'-L'
8F8-OBAT
1
#5
300
1549
1024
L31
2'-L"
2'-8"
4'-0'
8F8-015AT
1
#5
2541
1363
143
L45
4'-5"
5'-10'
8F8-OBAT
1
#5
1105
1 409
334
L50
5°-O"
a-L"
8138-OBAT
1
#6
1238
835
121
LLO
C-8"
T-V
BF8-OB/IT
1
#6
1011
121
534
LBO
8'-0'
T-4'
8F8-IB/2T
1
#5
2
#5
152
591
512
L90
9'-0'
10'-6'
BPS-13/2T
1
#5
2
#6
L43
630
401
L90B
9'-0'
10'-L'
BFIL-IB/2T
ONE
1
#5
2
#5
1533
1193
401
WOO
10'-O"
II'-4"
SFa-1115/2T
I
a5
2
#5
682
494
452
LIOOB
10'-O"
II'-4"
SFIL-IS/2T
ONE
1
#5
2
#5
1366
1028
452
L120
IT-0'
13'-4'
8F8-IB/2T
1
85
2
#5
411
428
324
L1205
I2'-0"
13'-4"
SFIL-I5/2T
ONE
1
85
2
#6
1015
110
324
LI40
14'-0'
15'-4"
SFIL-IB/2T
ONE
1
#5
2
#5
1250
409
259
L140
I6'-0'
IT-4"
BPS-IB/2T
1
#5
2
#5
300
192 1
194
L160B
IL'-O"
11'-4" 1
BFIL-IB/2T 1
ONE
1
86
2
#5
950
500
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 i
- 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.
18101ba. uplift
Aluminum Drip
Edge t Fascia
12"
2" xV
Kagcan full o vent vinill soffit installed
using 1/8' dia shank x 15" Jong gale.
roofing nails with 3/8" dia. head per
produce approval - see chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tiad� into lintels above
thicken edge to 8'x8'
with concrete and
one 45 bar continuous
BEYOND
Top of Tooter
16" below finished floor
12
4 �—
Aluminum Drip -
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd its
at each web
Brace Gable and
with 2" x 4' SYP #2
art back nailed to botton
of top chords using (2) K
nails at each truss
RE-ENGINEEReeD
w 24"o.c. TYF
! shop drawings by m�
j' ' \R-30 blown fiberglass
1/2" thic stucco on 3/8' hi —rib lath in bottom chord o trusses
attached to horizontal and vertical wood
framing with nails or staples to provide 1/2" drgwall with smooth finish
no Jess than 1-3/4" penetration Into
horizontal wood framing and 3/4" penetration Two rows of beam block filled with concret
into vertical wood framing members and (U #5 bar cont- in each row_ Substit
precast lintel filled with concrete and (1) 1
bar cont. for bottom row over openings
5/8' thick light textured 1/2" drygwall over I" x furringg
stucco on t pical concrete strips at IL°' o.c. with R4.1 fl—foil
block construction Insulation on tgpical 8 Block walls
All drywall to be installed per FBC R"
Varies -see plan T and shall meet all pertaining ASTM cod
#5 bar Vert. w/ io Mortar to be Type "M" o IT proportioni
30" overlap ProvidetDur- OtRock11 at al wet with
at each filled cell
Fill cell with concrete and
Rear Patio/Slab to (l) #5 bar vert. (typical).
be flush with bottom of Max. spacing shall not exceed
sliding door recess. Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
Step per foundation plan 4" concrete slab with fibermesh OR
Vx4" #10/10 WWM on 6 mil Visqueen oval
4 Slope per foundation plan 'r clean compacted termite treated fill
It
-' IIII IIII IIII IIII IIII—IIII ���� IIII— I„ -.I
lTii=11 Typical S�ctlon at Front Porch
Scale : 1/2" = 1'-0"
Strap truss to wall using Simpson MGT with
5/8' dia. threaded rod with min 12" embedment
Simpson HETA 20
hurricane anchor at each truss
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift
1-2-19
PANEL
"A"
Pales
BR
I Load
Wire
Deacnptron
circ#
arc#
Description
Wire
Load
BR
Pales
1
20
1.2 kw
#12
Refrigerator
I
Range
#L
12.0 ku
60
2
1
20
1.2 ku
$12
Clothes Washer
3
1
20
1.5 lie
912
Kitchen S.A.C.
5
L
Dr r
#10
6.0 kw
30
2
1
20
1.5 kw
812
Kitchen S.A.C.
-1
8
1
20
412
Bathroom Recepte
9
10
Air Condevzor
#10
5.0 kw
30
2
-
1
20
1.2 kw
912
Dishwasher
II
12
1
20
1.2 kw
#12
Microwave
13
14
1 Air Handl
#10
5.0 kw
30
2
1
l5
-
814
General Lighting
15
11
1
15
#14
General Lighting
11
is
WH
#10
5.0 kw
25
2
1
16
-
#14
General Lighting
14
20
I
Is
-
814
General Lighting
21
22
GDO
#12
0.81 KW
20
1
1
15
-
#14
General Lighting
23
24
Spare
Spare
25
29
Spare
Spare
1 21
28
1 Spare
Spars
1 29
30
1 Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qty.
Watts
Total(Watts)
General..Lrghting..(3, watts..sg,.ft.).........................
Small,Appliancc Circult(s),,,, ,,,,,,,,, ,,,,,,,,,
Range.........................................................
Refri,9erator...................................................
Microwave
D1sh Washer
Clothes,,Waaller...............................................
Clothes..Dryer................................................
. Water. Heater. ., , , , , ,
....................... ..........
Garage. Door .Opener ..........................
1135
3
5,205
2
1,500
3,000
1
12,000
12,000
1
1,200
1,200
I
1500
1500
1
1200
1 1,200
1
1.200
1,200
1
5,000
5,000
1
4,500
4.500
1
810
810
Total Watts
35,415
First 10000 Watts e100%
1
10,000
10,000
Remainder 25,415 e40%
1
O
10,246
Electric Heat or A/C 10,000 sks%
1
10,000
10,000
Calculated Load
Watts
30,24L
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 126.02
Panel Size Required = 150 Amps
Electrical S mbol Legend7
$
single Pole Switch
®
Recessed Can Light
Si
Double Pole Switch
®
Eyeball Recessed
B
Push Button Switch
-0-
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
Well Mounted Light
Waterproof ground fault circuit
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
cn I
Carbon Monoxide Detector
4&
Flood Light
(D
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
®
Telephone Jack
.�'sc
A/C Disconnect
r
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
F®= JUNCTION BOX TO SUPPORT A FAN
= THERMOSTAT LOCATION
B/A = BALANCED AIR
1-2-19
FIELD VERIFY SERVICE
LOCATION RESPECIVE
TO PANEL LOCATION AND USE
APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd
2" PVC Schedule
40 conduit
2" PVC Schedule
150p
40 conduit sleeve
150
MCg
into attic
4CMB
PANEL
AHU
PANEL
Af4U
200a rated
200a rated
meter can
n
meter can
n
2" PVC ( FP
schedule 80
2" riard servo
w Us
ELECTRICAL RISER
teragatem bonding
ermination pant
a8 !pSalvanried
rods
Intersystem bonding
2" PVC ( FPL Termination pant
schedule 80
2" ricid service FPL
I I ground rods
_ ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs. NTS
COVERED
PORCH
I
I
I
I
I
GREAT
221 CFM ROOM
IO)dOxS
I
II�1•1-16 CFM
121 CFM
IOxIOX4
MASTER
BEDROOM
121 CFM
IOx1oxL
12x12
12x12
B/A
B/A
___ 10"
221 CFM
1J
r-
-
IOxlOx8
I
I
9 CFM
8x4x4
CLOSET
318
Ii
4F4
1,40,
/ 9 CFh
8x4x4
14" ion
/ EO20x2b
C� -B77A�
O �Pr-
WDJE1 //I
li I
r -i
T
Soffit 32 1
1Tenti thru ---- l
O
/uJ /Ir�i"1s CFM
`I
I
la � �
< .40
as X4 48x44x4
W LAUNDR
d �
0
COVERED
PORCH
OSET
I
8x4x
JUNIOR
-�® MASTER
93cFMBEDROOM
IOxlOxL
22" x 54' 4"0 Steel Ballard
1 Attic Access 1 See detail on
with light I sheet #2
L - - - - -
150 Amp
2 CAR Panel
GARAGE
-----------------------------
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
- c;ontractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I E C A I� I C A LAYOUT
manufacturers recommendations which manufacturers recommendations which
shall be verified prior to construction shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering equipment - Verlfy AIC/KIC Rating prior to ordering equipment
ELECTRIC NOTES: = THERMOSTAT LOCATION SCALE: 1/4" - 1'-0"
1, Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before
2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provid itffullt routgngs to
Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. L i I C V e n t I n Calculations FB C 2309.1
rify 3. Contractor to velocation of electrical year from closing sale of house.
service and provider. Correction of defects shall be completed without additional 21, Furnish and install all fixtures as calledp he I - d
4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. I V��� � IC Space = 2-481 sq. ft.
5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. enIn� t10 I/ISO = ILS8 sq. ft. required
L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or hough Iu nc e
1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the
ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any othe servl}�erOVlde A Continuous Vented Soffit
8. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in
9. A(C Refriqgr� qnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be�tallpel in metal FMT
sleeved inYYC I1. All work shall be done 1n accordance with the N.E.C. and conduit.r0B //�� /� PA
11. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden It Braden l" IA#
II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FEC RMI502 Architects - Planners
contractor, the completed system shall be fully operative. and telephone company.
12. Contractor shall pay for all 'Fees, permits, testing, and ll� S.E. Coconut Avenue
inspections including blower testing where required_ 18. The electrical system shall be completely and effective)
13. All work shall be coordinated with other trades to avoidel : (1 12) 28'1-8258
interference with the progress of construction. grounded as required by the latest edition of the N.E.C.NEtFax (l,2) 28�-8283
14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: (112) alai -828 t.net against the public liability and property damage for the labels where applicable. Stuart. FL 34994 rade #AAC0t.net
duration of the work.
Vent thru
-- Soffit
A/IC
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Opt. PATIO SLAB
\ WP GFCI
COVER D
PORC Y
Y /
I
I
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MASTER
BEDROOM
r
i
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GREAT
ROOM
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I
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GFCI /
I I
F\KIL7 (CHEN I 1
CLOSET
m
\` JUNIOR
1r�ASTER
IV
Ln
50 CFM \
FAN \
\
2"h GFCI
I 22' x 54' 4"ll, Steel Ballard
Attic Arco" 1 See detail on
1 wrth light I sheet #2
r-T\ I L-----
Pull chain
\ I ' pc light in attic 150 Amp
` \ 2 CAR Panel
NOOK ® OPTIONAL PANEL GARAGELOCATION
t�_�ALIINIDDRY
1R \
PB
7a
teener
Wire For
Front Post _ 1
Light WP GFcl \ 1
COVERED
PORCH
42"h GFCI
-------------- --------------
Garage
Door
Opener
I I
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I I
I I
I 1
I 1
I I
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I I
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Exhaust Duct
. Thru Soffit
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clarity
s
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°a° ELECTRICAL FL/4N
it ai m
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Post Light with
Photo cell SCALE: I/4" = I'-O"
VE
ao
Wunri Building Corp.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm It
9-9-19
THE MANOR -11
GARAGE
RIGHT
Drawn raven by:
REVIEWED FOR
E - 1
IMPACT
C.C.U.
Checked by:
,tom$,
CODE COMPS
`s"
Spanioh Lakes
St. Lucie Counts Florida
ID. R.g,
ST. LUCIE CGUOli i
OF 5
A =LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
,. TO DETERMINE IF MULTIPLE PLY. A
_&A
DON'T LIFT TRUSSES
Al SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Sp n or less A
Spre er Bar I
60 degrees
or less
♦aaaa 1l2 span
Ta a line ♦�oprox 213 to
Tag line aPprox.
1l2 of SPan.
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crane is used
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed.
Ae
A
AIR HANDLER NOTE
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.
! WARNING !
The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
SEAT PLATES BY CHAMBERS TRUSS
Hatch Legend
�2/12 VAULT
�BRIG WALL @ 81- 111
DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!!
zisDo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
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IVERTED "V" WEBS AT CENTER
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ITH/ 9' B.C. PANEL, LOADED WITH/ (2) 75 LBS POIN
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LOADS ON T.C. PER TRUSS FOR A,H.U-
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HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT
TRtsSES CANNOT BE STARTED TIL THISAGREEMENT
he undersigned 5 SIGNED &RETURNED
g ed acknowledges and agrees:
- 1. Trusses will be made in stria accordance with this truss Placement
coRNDER JACKS x etermining successful fabricaton or the trusses. p ent diagram layout, which ARE NOT BEVELED ' 2. All dimensions in this la ich is the sole _ < gout have been verified by the undersigned.authority fa
SEE STANDARD �� 3. Unless written notice is provided by cert'rfied mall to Cha
ENGINEERING U w ndI rsigned agrees that n0 backchat hers TN55 Within tee (10) days o 1 hall have three (3) business g@s will be allow@d. In the event such written not' ys of delivery ess days in which b n notice is furnished ry the
�__-- H$o her 10 days of delivery remedy will be according to Florida statute 55or 8.to substitute other trusses, Chambers Truss
4. The undersigned acknowled p BCSI' summary at Chambers option.
5. Delivery is to ' gas recei t of ' ry sheet by TPI & NTCA,
he sole authority I p eterm It
esthhbyeresponsibilit
y a make the job site suitable for delivery. Chambers Truss has
e responsible for dump deliveryon suitability �@ lob site or a portion of Me
0 redeliver h'. The buyer is responsible for additional deliveryto for delivery. Chambers Truss will
because job site is not prepared (w delivery or buyer is not d expenses f Chambers Truss has
-- ��.�•, esponsible to Chambers Truss for towing costs due el site conditions.
6. Price Prepared for delivery of trusses. Buyer rs
as shown in paragraph 7 below is subject to change A any changes are made in this layout. A $50 per hour
fee for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum
nvoice will be made on delivery and paid within terms of net on delivery to, or if no agreement a reasonable price.
<. __ live d
CC f E= ,.A .Ks livery buyer cannot accept deliveryun Invoice may ee made at scheduled date of
Y4" ,, 7-vt easonable attorneys fee for collections in eventofpayment notrusst time) The
m ndersgned agrees to for all sums not paid within terms. Y made. 1-t12 % Pay Chambers Truss
co R N 8. Signature or initials anywhere on this sheet constitutes r per month service charge will be
E R DETAIL 9. In consideration of Chambers Truss extending agreement to all terms herein.
- -. ayment when due of • 9 credit for this material the undersigned unconditional)
-- ndersigned a reel to any and all indebtedness owed to Chambers Truss b
^-- s'+owN FOR c AP - 9 pay indebtedness includin Y any me r Y guarantees
ecipient. g attorneys fees, rf default in entity receiving material and the
- - _ 10. In the event of an liti t payment for material be made by the
Y 9 floe. concerning this agreement, the items furnished hereunder or
erein, the parties agree that the sole venue for any such action will be Saint Lucie County, 11. Design responsibilities are Payments referred to
onstrugion Using Metal Plate Cooper 'National Standard And Recommended Guidelines On Responsibilities For
12. Warrant is Contacted Wood Trusses ANSI/TPINJTCA 4 - 2002.... Y per Chambers Truss Warranty attached.
4 r-
3-15X--
— -- -
0
1-00-00 00
PLUMBCIT END
2X4 T3P (1-I
WALI HEIiHT 8'-1"
END�ET/L TYPICAL
PLMB CUT END
2KTOP CHORD
NIA- HEIGHT 8'-1"
"14 ENDETAIL: VAULT(
1-00 00
The Architect's or Architect's representafiv,-'o
shop drawing approval is NOT a
"double check" of the contractor.
Thecontractor shall remain responsible.
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respective locations.
A proved By:
Date: 3
A spreader bar may be required per "BCSI" to prevent injury &damage.
Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are® fired and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per to prevent injury & damage.
Trusses must be set Plumb and square
Do not set bunks or stack of pl, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
cander venue
Fort Pierce, Florida 34982.6423
800.551.5932
Fort Pierce 772-465.2012 Fax 772.465.8711
Vero Beach 772.569-2012 Stuart 772.286.3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
C this It created from this layout
This layout sent to jobsite
LOADING/DESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA PER CODE SUCH AS Sae 1604.6.1
County Saint Lucie County
Building Department Saint Lucie County
Wind Design Criteria ASIDE 2010
Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material Metal
Loading in PSF Roof
Top Chord Live R.D.L. Floor
Top Chord Dead 20 0
Bottom Chord Live ,? 4.2 0
Bottom Chord Dead 10-Non Conecurent 0
Total Load 10 3 0
Duration Factor 47 7.2 0
Wind Speed 1.25 0
.Top Chord C.B. 165mph
Bottom Chord C.B. Sheathing by builder
Highest Mean Height Sheathing by builder
15
Building Type
Building Category Enclosed
Exposure Category It: Non Restrictive
Miles from Ocean C'Open Terrain with scattered obstructions
Conforms to Florida Building Code 2017
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
y..
Chambers Truss Inc. Drawing Name: M11439
SCALE: 11411 = 11-01, REVIEWED FO
82 total trusses, 16 unique designs CODE
Designer: BLW ReviewedCOMPLIAh; ;-E
Date: 09/11/18 by: _ $'(- LUCIE COl1N
Revised 09/21/18
FOR �a
Wynne 5 £f
DESCRIPTION: 7d,&29
MANOR 71 If GARAGE LEFT
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11439