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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12
2i 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 underlagment installed with min. 4 side laps and i' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to truss@& using attachment detml on this sheet
12
4 SLOPE
r
i
O.H.r�
COVERED
PORCH
----..-,-
L7111`1Columns with 5/8" thick x 13% cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands
ICON
SCALE: 1/4' - 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 ode laps and 0 end
I" fastened with corrosion resistant tin caps and with 1.25" ring shank nails
—� @paced L o.c. at all laps and two staggered, rows 12" o.c. m field. Attach
deck to trusses using attachment detal-on this sheet
/ e
RIGHT AEH I_ H � v. I u�*
5/8" thick light textured
stucco on typical concrete
block construction
Finished Floor
5/8" thick light textured
stucco an tylcal concrete
block construction
SCALE: 1/4' - II
Gulf Coast Supply and MFG 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 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 V o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
12
4 SLOPE
12"
H. GRESS
COVERED
PORCH
rWC7W= two
5/8" thick light textured
5/8" thick x 8"w cut stucco on typical concrete
coral finished stucco bands block construction
REAR ELE\/ATION
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12
2i ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5"
wood screws with self sealing Washer at 12" o.c. max spacing over ASTM D
11 2) 30 lb felt underlagment installed with min. 4 side laps and V and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced 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
0'-0" = Finished Floor
SCALE: 1/4' - II
i/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nmis. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with lOd ring shank galvanized
nails into truss webbing.
12
4 SLOPE
8'-1' BEARINi
12" 12„
5/8" thick x 8"w cut'
coral finished stucco bands
2" x 4" top plate I e 1/2' drgwall ceiling on truss bottom cord
I/2" drywall on
2" x 4" studs at It," o.c.
base board 2" x 4' P T bottom plate
r+--Te >r '"S"'�'s� :'?+a •sill r .CSC: ,., k"'�4� r• x h f 'C S
4' concrete slab with lubermesh OR
VxV #10/10 WWM on i mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
Elr
y en 4 iraden ,��, �� >, A li Building Corp.
411 S.E. Coconut Avenue N 4° '' �� IjN D O
c Tel : ('112) 281-8258
Fax : (112) 281-8283
anth LakesE-marl: bradenala m st.net o Aruwrr IFI �4AgG ieAAertnnnna� CAS Counti Florida
NJ 1[gimmal
"I 110-9i]IMM
FR'ONT ELEVATION
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
BuildinI Deign is: Enclosed Risk Category. If Wind Velocity: IL5 mph ultimate
Mean Root Height: IIII'-OO• Roor Pitch: 4.12
Internal Pressure ant: ta_1e
Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu
Width of Roof End Zone: 3'-4" Wind Speed: Ii5 mph ultimate
Wind Exposure Classification: C 1.21 x O.L = 0.12L
Adjustment factor for Exposure Height: ASD desi n
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LI�L
Components t Cladding Wind Pressure (NET) Roof Zone. 1. +20.111 pat
Roof Zone: 2. +20.6/-51.0 pal
Roof Zone: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-4'
Components t Cladding Wind Pressure (NET) Wall Zone.
5.+35.8/-41.8 pal
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3ps►
Shear Walls Considered for Structure? yes
Continuous Load Path Provided? YYeeaa
Are Components an Cladding Dwell@ Provided? Yes
Minimum Sal Bearing Preswre: si, Presumptive: X 50 Test: pss
FEE9ODUG AP R VAL FOR -IMA T -PROTECTION- FOR O E I
ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: 45 tzar FLOOR DEAD LOAD: 10 pat
JOB ADDRESS: "k
Model: Date Drawn t evlslona I T c
3-28-18 5-23-18 Gdrdg1
REAR PORCH Drawn bg: am� date
LEFT Checked bg: REV OMP� ANCE
D.R.B. CODE COM NTY
13OCC7)
- Roof Zia I
® Wab Zone 4
- Roof Zone 2
Walls Zone 5
END ZONE
- Corner Zones
hoof Zorn 3
Sheet Comm
_ 15-15sB
Impact
OF 5
r FLOOR
O * I Recess top plate n x 3/80d
I� for steel support an
CRASH POST DETAIL_ we detail on this cheat \
TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S.
C
I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter
proceeding with work. steel crash post. Floor Steel countertop support angle
p g Flange with 4 - 3/8" Install V from each end and _
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into one In center of counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksw steel plate) we angle detail
a minimum IAOO P.S.I. fiber stress.
4. No dissimilar metals to touch. A ` al I/2' drywall
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
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L. Drywall at ceilings shall be leveled and attached to bottom chord "3/e
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set bg Governing Building Department 2'/a" 2h"
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.4 V
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
w.H. = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
11. All exrjosed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R314 - see permit info box of code edition
18. G psum board material shall conform to ASTM C34, C19, C415, C514, CL30, C931
C%O, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Momorof
Max. spacing
fasteners
Nail string optiana for
drywall
At
Mammum
installation of into
wood fraim members
Nails
Scraws
2' x min. t ieknea
Ceiling
Perpendicular
24"
1'
12'
13ga 13/8" long with 19/L4' head
0.098" diameter x 1 1/4' long
annular -ringed or 5d coder nail
OR
0.080" dia. xx 1 5/8' long with
Walls
Either
It,
8•
160
Direction
16144" head
R
Gygpsum board nail 0.0860 dia.
x 1 5/8' with 9/320 head.
Ceding
Perpendicular
24"
1•
12'
13go i 5/8" long with I9/64" head
0.098" diameter x 1 3/8" long
annular -ringed or Ld coder nail
0.092" dia. xR 1 1/8' long with
Walls
Either
IL'
g
IL'
Direction
1/4' head
OR
G pawn board nail 0.01115' dia.
x 1/8' with 19/64' head.
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4,
A108.1, A118.1, A118.3, A134.1 and A131.1
20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompan ing smoke
developed index not to exceed 450 when tested in accordance witlii 4STM E 84.
Insulation shall comply with F.B.C. R314.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26ga. 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 L' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
�e
s aced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
ck to trusses using attachment detail on this sheet
Counter top - verily type
with contractor
12" x 12" Concrete column
block filled with concrete and
(2) #1 bare vert. tied into
lintels above
Base cabinet N
2' x 8' wood studs
at IL" o.c.
2" x 8' PT wood plate
KITCHEN ISLAND FRAMING DETAIL
MASTER
00•.,. 2'.1
BATH
Oct
I
2'
LAW l
KITCHEN
I, HI'
�. I
��( i
I
r AAv
LAUNDRY 2"
,, js�
i
tAV-I
"
z•I
I
3 I I
I
i
t��.� 2.
2'2'
tAw�
I I i
� � J
...� 3'
a, B BATH 82 3.
SANITARY RISER
"to
Window Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-6Ya"x 4'-L ia"
64%"x 64Ya"
Smigle Haim
ZONE 4
2.
L'-2Ya"x 6'-3 %a"
16' x L3 Y4"
Single Hamm
ZONE 4
2'-2' x V-216"
21Y2"x 38%'
single Haig
ZONE 4
V-1" x 6'-3 ia'
38' x L3'14,
Single Hamm
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 1
ALL windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer a specs
prior to construction
Door Schedule
,
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0' X i'-O'
108' x 84"
overhead Garage Door
ZONE 4
B
3'-0' X 6'-8"
410i4' x 81
P6wgkm Panel - lnimM
ZONE 4
C
L'-O' X 6'-84
14' x 81 i,"
Sliding Glee boa
ZONE i
D
2'-0' X V-8'
Solid Cam - Wood - L-PwM -Br-Fold
Fm mW 24' x 81 h"
E
2'-V X V-Se
Solid Coin - Wood - L-PwW
F
5'-0' X V-e"
Solid Come - Wood - (P-Panel - BI-Fobs
G
'-8' x C-8' x 1 N"
Solid Care Wood, Steal, or Masauta Door
H
T-8' X L'-8"
Solid Cie - Wood - L-Panel
J
2'-L" X 1.'-8"
1 Solid Cam - Wood - L-Panel - Be-Fale
ALL Exterior doors to withstand pressures stated
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
in permit Info
AND SHALL
ON SHEET #1
Simpson HETA 20 or equal
hurricane anchor at each truss 12 Masonry Beam
with (10) IOd x 1 I/2' nailsI' x 0 P.T. Buck nailed to
( 24' o.c.) supporting Max. 4 e!7PRE�_:V24"o.c.GINEERED TRUSSES block with case hardened nails
18101ba. uplift Ar TYPICAL prior to door at men
(shop drawings by manufacturer)
Aluminum Drip -� R-30 blown fiberglass
Edge t Fascia in bottom chord or trusses
I/2' drywall with smooth fnweh
2" x L" Sub -Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kaycan fall o vent vinYI soffit installed precast lintel filled with concrete and (U #5
uwnngp 1/8 die shank x 1.5' long gaiv. bar cant. For bottom row over openings
rodng nails arth 3/8" dia. head per
product approval - sea chart sheet $1 1/2" drywall over Is x furringg
stripps at IL" o.c. with R4.1 fr-fan
lnsulatron on typical 8' Block walla
5/8' thick light textured All drywall to be installed per FBC R102.3.1
stucco on typical concrete T and &hall meet all pertaining ASTM codes.
block construction W Mortar to be Tgpe "M' only proportioned per FBC R401.I
and Mortar fonts shall comply with FBC R401.2.1.
Provide Dur-O-Rack at all wet areas lax showers. tuba etc...)
#5 bar vert. w/
30" overlap (Fp l u5 llba it concrt concrete
at each filled cell yP
Max. spacing &hall not exceed
Wood 48" unless otherwise noted
Base see Foundation plan notes for
spacing at openings
4" concrete slab With fibermash OR
VxV #10/10 WWM on L mil Vwsqueen over
clean compacted termite treated fill
Grade
i�ii I i11� i�ii �111 i111 III 1111=
IIII1 III II
IIII 14" x 14" Concrete footing
1 with (2) #5 bar& cont.and #5
transverse bars at 48" o.c.
TYFICA1_ SECTION
: 1/2" = 1'-0"
Attach buck to block wall with
1/4' dia. Elio cone across with min.
1 1/4' penetration at 12' oc. max
and 4' max from each caner thru
E fear
2" x L' PT Buck
Wlor
nn
e8 Wood serves thru jmnb into buck
Detail
P each longs and ac. wax and
erx
at Door nor to agar attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL
BLOCK PRIOR TO BUCK
INSTALLATION
r
Install wmdawe thru buck into
black with 3/16' tap -can with
1 1/2' penetration at 6' ox. max
from • oh envier and 20" wpe. mink
tharasf�.er at deans and
Exterior face
at lies and a per product approval
of way
Busk to be I" x 4' PT
I"x4' P.T. Buck nailed to
Detail
IIwith case hardened nails
at Windows prior to window attachment
NTS
2"
Verify attachment
hole location with GC
prior to fabrication
3/e"
steel
6"
COUNTER TOF BRACKET DETAIL
Install SGD thru buck into
"
block With 3/I6" tap -con with
1 1/2" penetration at C o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3AL" tap -con with
0 0
1 1/2" penetration at Is o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product approval
Is x V P.T. Buck nailed to
block with cam hardened nails
Head
prior to door attachment
fixed door
sliding door
Masonry Wall11/2-7
n
V
Bottom Trac
Tgpical Flooring
Sill Install SGD thru buck into
block with 3/IL" tap -con with
SIiding
Door
at L" max.
Detail I
from each corner .'
from each corner and 20." o.c. max
thereafter at Jambs per product approval Jamb
At Masonry Wall
NTS
Braden ! Braden AIIA,
Architects - Planners
1B
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net
I
OD
I
Zj
wr
I
in
U
0
O
12" 8'-10 Y2" 12" 8'-10 Yz"
Filled cell under
girder above O
I
PORCH
WIRE LATH t STUCCO
CEILING
19'-9"
N
I
I
I
I
8'-O" to 9'- " AFF
EGRESS
13'-II"
MASTER
BEDROOM
8'-0" A.F.F.
Flat Cedrng
Vaulte Ceiling i rr Rod t Shelf
GRE,A� ROOM M
i BI OSE'P
ar
M
L- - - -
-
(V ri Rod t Shelf
I _ c
I WASHER DRYER
in
I'LAUNDRY
I
8'-0" o 9'-8" A.F.F. Allift
Vaulted Ceiling
I
DINING
ROOM I _ 1134® 9h led
R
3/8" thick steel II counter tops to T
counter top supports q0" overhang wall
ounter t s to eq. eq.
wrhang wal 1.5"rrity 6„ "
- - - -
ts 40 - - - '-4" h,
Vanity to be
34 Y,"high ,
O 9'
�mmic
1 DW 1 0 0
+41" high wallIF
I
SECOND
I
"
KiTOHEN
BEDROOM o
1
_ 8'-0" to 9'- " A,F.F.AL8'-0"
A.F.F. -
O
Vaulted ailing
peer cabinets to I
Flat Ceiling
extend ove Ref. I
CR WAVE
NON VENT REF.
L
� 38' CLEAR
� oPSNmo
w
�
-
12'-8°
- -
-
-n bias Iriawanon �
O
- - -
Ca
H.
.{Steel
See
Ballard
doted on this sheet
Provide auto
closer O
T
THIRD
BEDROOM
W ��
r-----
Atti54'1
xAccess
w
I
O
c
I
5
a O I
o
L
1
-Irglie
- J
8'-0" A.F.F. AL
B`-O" A.F.F.
s
Flat Calling
Flat Ceding g
'
ARAGEIn
® 4j
in
O
lock wall in
g rage to be
° ° MT ° ° O
k +
struck block
0 2'-8" j I°
R-n Baca. lixaatlaa
Provide auto 150 Am P
EMERGENCY
closer Panel
r - - -
-------------1
EGRESS
-----------------1
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B
I Fri
I
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IGOLF CART I
GARAGE I
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W W W
o e11 117-111
1EI° o
- L� o eIF-jr-�ol 1717M]
W W
®
�
2'-8" 9'_0„
_� 2'-8„
'
6,-4„ _�
8„ 9'-0„ 2,-8„
_�
"
J
F
35'-O"
Square Footage Breakdown
Total A/C Space =
1.153
eq. ft.
Covered Porch Total
= 212
eq. ft.
Garage =
459
eq. ft.
Total Cubic Ft = 14,024 under Roof Total =
2,484 aq. ft.
W nne
BuildingCOr ,
p
Date Orawn :
Revielons :
Sheet
Comm #
-II
REAR
3-28-18
5-23-18 Garage floor slope and
I
T 1""i �
I) I j * I
W I I �l D S o R
PORCH
Drawn by:
smoke detector revision
2.
15-158B
LEFT
C.C.U.
Checked leg:
REVIEWED FOR
Impact
S anish Lakes
S. Lucie
County Florida
p R B
CODE COMPLIANCE
of 5
BOCC
0
5 I MUL_. I Ui"S/-�I_ INly I =C):
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
L3000 PSI OR 4,000 FBI GROUTS MiX AT 28LDAYS BE MIN. 3000 PSI
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.
-I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, i
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
II. 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.
14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOLADATION
FLAN
1
b b tt d to the architect SCALE: i/4" = I'-O"
I. Ang changes to pans must a su 1111 e
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. V erif g all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48"
o.c, max. Provide (1) filled cell on each side of openings up to 5'—II" wide.
Provide (2) filled cells on each side of openings from 6'—Oft to q'—lift
and Provide (3) filled cells on each side of openings from 10'—Oft and up
Contractor to see plans forang other condition used. Foundation walls
shall have filled cells at 24s o.c. unless otherwise noted (see section)
b. Contractor to provide for Form Board Survey — Form Board Survey
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-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 vart. w/ EE TYPICAL
30" overlap ECTIONS
at each filled call
I TYP
4" concrete slab with fibermesh OR
L'xL" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated Pill
III= I I I I I= 14% x 14"d concrete monolithic
rooting with (2) #5 bars cunt.
14"
�L FOOTING DETAIL
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
6"xO #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
;r l
10" (2) #5 bars Cont. bottom steel
2"
7 DETAIL AT 4" GARAGE STEPDOWN
SCALE 1/2" = 1'-08,
12' x 12' concrete column
biock Pilled with concrete
and (2) #i bars Vert. tied
into lintel* above Verify house slab
height in held
To¢ aP tooter
IL" below finished floor-
B
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous
#5 bar wart. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
FOOTiNG
SCHEDULE
Mark
Ssin
Deae
txel
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
14"D
MONOLITHIC FOOTING
- L"
STEP DETAIL ON THIS SHEET
x 30" x 1010
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
t12"WX
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-Oft
X 18"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
4" concrete slab with fibermeeh OR
vxV #10/10 WWM on 10 mil Visqueen over
Pill
AL
4' concrete slab with fibermesh OR
V>V #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
O'-Oft ®F
11.4 x 14'd concrete monolithic
rooting with (2) #5 bars Cont.
14"
)/ GARAGE CURB DETAIL
SCALE 1/2" = I'-
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cant.
�Z DET
4GE STEPDOWN
SCALE 1/2" = 1'-018
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfillrng 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.
2" x L" PT wood secured with \
3/8"dia. x V anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PSI
See Floor Plan For Location #5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Idd
Double Filled Cell Column Single Filled Cell Column
NTS NTS
Braden 4
Braden AiA.
Architects — Planners
411
S.E. Coconut Avenue
NJ
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E—mail:
bradenaiaecomcast.net
Stunrt FL
9S490i4 2AAt_0e)e)L
12' x 12" concrete column block Pilled V PL. r- /-k I 1 t./ / 0 r_
with concrete and (2) #1 bars vert. tied I O
into lintels above I35'-Oft
18'-10 Y2"
ft 10'-oft
in
4
T• J ® �L — J Filled cell under
girder above
I o
o r
p Rear Porch Slab to
O I 4 W - be poured separately
O from House Slab.
a
I 4
I �
15' -3"
r-
-- — —— PI — — —
-i
I I
I FI I
�4„ 1
L FI I
In I
Thicken footing to
I 24"w x 14"d x 24"L
I under filled cell 1
under girder bearing.
J
r—7---s— I •rFmg
i — — — — FI Rear IPetio/Slab to = Fl ,p
1 be fluall with bottom of I u
slidin door recess I °
° 1 i slope I"
I
i F1 I
' °
-i
i
1I I
I
I °
° 4" ¢oncrete slab with flbermesFaf,over
6"x6"10/10 WWM on 6 mil Visq H.B,
U v U I clash compacted termite treat °
FL
4
to
I o 1 i-
° I
I WASHER DRYER FI 1 h—
I
I I � ° I °
-
o I FI I 11 O
I I I
°I 1°
I '
r---' hn
o �MI 1Dw� ° 1I F-
1
1 I 4" o ricrete slab with fibermesh OR FI
6"x6" /10 WWM on 6 mil Visqueen over
CC clew compacted termite treated Pill 1
mNOx-VlNT I I °
Rer. 1
H.B. ° I 0 2 30PEHING
Oo
4'W Steel Ballard
See detail on this sheet -
I r 2iF-
1 I Auz Access
IL 1 1 5-23-1e I °
O 5-23-18
I Q 4 I I a I 6 I Metean
r and panel
el
aide of
IB — ®— � — — — — — — _ — — J owe held verify
service location
150
APanemp
I 4' 8 I °
[L 1 F-
_i
I r I O N
13'-0ftcc
O - 13'-Oft 1
I
a
1.5" Recess for ° 00 O ° .5" Recess for °
arage oor in °, arage oor i
Wynne Building Corp.
THE WINDSOR
S anish Lakes
S , >_ucie County Florida
9' -Oft
L'-4"
9'-Oft
In
Date Drawn
Revisions :
Sheet
Comm #
REAR
3-28-18
5-23—I8 Garage floor slope and
smoke detector revision
PORCH
Drawn by:
REVIEWED FOR
1�-158B
LEFT
C.C.U.
Chocked by:
CODE COMPLIANCE
Impact
D.R.B.
ST. LUCIE COUNTY
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = ed ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plgqwood
4. Use nails or screws bad on ress re for rop stated
in permit info box on these pans ror zone 3
Kell
Area
Ede
Field
Fastener
ax
Zone 1
6"
6"
ad ring shank
45 psf
Zone 2
4
6"
8d ring shank
-16 palf
Zone 3
ed ring shank
84 psf
** Zone 3a
`"
6"
#8 wood screw
112.5 psf
** Use nails or s rews based on res4ure for r of stated
in permit Info box on these plgns for zone
Concrete
/ Lintel
Column
Verify with Plan
`1
Rebar
to Lintel
x
BPB-OB/IT SPB-ID/IT SPO-18/2T
OPIL-15/IT 019I6-I5/2T
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required a ea. endI
3. standard for reinf. steal=ASTM ALl5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
48 Bar Dia.
Min. Overlap
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel. h
Provide Cast -Crete
BUS-OB/OT precast -
lintel set in mortar
Min.
Mm. 8" Bearing
12"x 12"
lumn Block
Rebar
Attachment
Provide #5 bar set in pre -cast R O O F F ^ A N Scale c 1/2" = 1'-0"
lintel into beam where length or
the opening calls for it. — Overhan S at I'—O" Unle55 OtherWlSe noted On th15 Sheet
ov'do PT Buck
teehed per a;k I'
:ails into Pdlsd cal
11
4' Pre -teat
Sill s ! 1
td
— Roof pitch at 4.12 unless
otherwise noted on this sheet
— Truss shop drawings to be
provided bg manufacturer
— Any changes to this plan
shall be submitted to the
architect for approval in writing prior to starting construction. o
— ALL TRUSS TO TRUSS
CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss
Shop Drawings Prior
_ to construction for lagout
and uplift verification
Poured Filled Call — Contractor to provide for
Form Board Surveg and to provide
Form Board Surveg to Truss
Company prior to truss construction
N
"Q
Provide #5 bare with min. 48 bar
overlap in filled cell. Tie
LU
�'amours
illed call steel into continuous
footer steel.
COnereto Footing
(see Pooter schedule
to
exact sizes)
tofor
to
DETAIL AT WINDOW OPENING IN
® to
C
CBS WALL
Scale: I/2" = I'-o"
Q q
o
H
nL
hL
W r_
a ei
SINGLE PLY REAR GIRDER TRUSS
u
.,
or/
a q
u
p©
Nail 2' x 4' bhxdunp to vent. leg of
E c
_
truss oth IOd x IS rills at 4' 94.
N u
ci
r
Instal Salipsori MOT into aa1 Ne
3
(V
thre
mCo (A � truss
aitbeM Arid al into
n
H
W
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS '
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire loth nailed to substrate through one layer of
ASTM D Tgpa 2 felt paper using 8d nails. Substrate
to be 19/3Z" CDX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
21 ge. 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 underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin cape and with 1.25" ring shank Walla
spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment dotal on this sheet
Lintel
Length
Bar I
Length
Clear
Span
"A"
Bars
"B"
Bars
2'-10"
2'-8"
1'-6"
2,#3 I
none
3'-6"
3'-4"
2'-2"
2,#3
1 none
4'-0"
3'-10"
2'-8"
2 #3
1 none
4'-6"
4'-4"
3'-2"
2,43
1 none
5'-4"
5'-2"
4'-0"
2,43
1 none
5'-10"
5'-81,
4'-6"
2,#4
none
6'-6"
6'-4"
5'-4"
2,44
none
T-6"
1'-0"
6'-2"
2#5
none
8'-4"
l'-10"
1 T-0"
2.#5
more
ALL reinforcing steel is grade 60
LINTEL SCHEDULE
Mark
WdLs
$nt I
G
8aat-Creai
Rome or
e
Above Block
DatumStaimi
S�
Tss�e.l
>!me
LL�aaLd�
rfm
I�ea�d)
ff&L
�Latsed
L22
W-2'
V-0
OPS-08/IT
I
85
3064
11"1
1024
L31
fl- 6
4'-o'
OFO-OB/IT
1
85
2541
so
1L3
L45
1 41-59
1 5'-100
01108-ODAT
I
85
1105
101
331
LSO
5'-0'
011
SFB-OBAT
I
85
1238
on
121
LLO
V-B°
11-L'
BFS-OB/rr
1
86
105
121
934
LBO
01
T1
OP8-10/2T
1
#6
2
86
152
1 sell
912
L10
T-Om
10'-L'
BPS-I8/27
I
8s
2
#6
L43
5bo
401
L10B
1'-0'
10'-L'
OPIL-15/2T
ONE
1
a5
2
#5
1633
1103
401
LI00
101
II'-4'
OFO-ID/2T
1
#5
2
#6
582
"4
452
1.I006
10'-0'
II
SPIL-53/2T
ONE
1
85
2
85
Is"
IOU
492
L120
12'-0'
IV-4'
0130-I5/2T
1
86
1 2
1 85
4T
420
$24
L1205
12'-O'
IV-4'
OFIL-11I
ONE
I
2
85
1015
Tlo
$24
LHO
III
16'-4'
SPIL-0/2T
ONE
1
2
65
1250
604
26el
LILO
UI
IT-4'
OPS-15/2T
1
E85.2
2
86
$00
M2
M4
LWS
IL'-0'
IT-4'
SFBL-8s/2T
ONE
I
1
#6 1
q60
900
M4
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) lad x 1 1/2' nmis -
1 24" o.c.) suppporting Max.
18101bs. up It
Aluminum Dnp _
Edge f. Fascia
12"
2' x V
Kaycan full o vent viaYl soffit installed
using 1/8' dia shank x IS' long gale.
rooting nwls with 3/8' dia. head per
product approval - we than *beet #1
12' x 12' concrete column
block filled with concrete
and (2) #1 bar* vart. tie
into lintels above
thicken edge to 8"xS'
with concrete and
one #5 bar continuous
BEYOND
Top of Tooter
IL" below finished floor
1 /Y
Aluminum Dnp -
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) 10d " Is
at each web \
M-nb lath
vertical wood
a to provide
:rattan into
3/4' parietrauon
eembers
5/8' thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30" overlap
at each Pilled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan —
a Slope per foundation plan
777
PrTMr
Brace Gable end
with 2" x 4' SYP #2
slit back nailed to bottom
Of top chords using (2) IOd
nails at each truss
RE -ENGINEERED WOvu I icuaaca
a 24"o.c. TYPICAL
( shop drawings by manufacturer )
11R-30 blown fiberglass
in bottom chord of trusses
-1/2' drywall with smooth finish
Two rows of beam block filled with concrete
.and (1) #5 bar cunt. in each row. Substitute
recast lintel filled with concrete and (1) #5
or Cont. for bottom row over openings
1/2" dreall over I" x furrin
strips at 14" o.c. with R4.1 i-Pod
-insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type 'M" only proportioned Der FBC R401.1
and Mortar joints shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(U #5 bar vert. (typical).
'Max. spacing shall not exceed
48' unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L'xL" #10/10 WWM on L mil Visqueen over
/ clean compacted termite treated fill
==IIII
—III=IIII_ ���IIII� �1111--III;i'i'� ,,,,Ili
Tqpical Section at Front Porch
Scale : 1/2" = I'-0"
N
W
Provide downspout
Strap
truss to wall usin g Simpson
MGT with
Simpson
HETA 20
5/8' din.
into
threaded rod with min 12"
beam either wet set or in
embedment
epoxy with
hurricane anchor
at each truss
(22)
IOd nails into truss Add
blocking to
24" o.C.) sup ortln Max.
p g
truss leg per detail on
this sheet
ETA 20 1810
lbs. uplift
INS
L4
I
EVE WwAe"A
INS
M F,
r•
I
I
=i, al
PAr mum
11WA&III,
W_n A EVAN
1
I
I
WA Wal 03, VA mu
0
I
I
N WAN EWA 0 WA
0
INA
lm
EVA
11OW4
'Art
I
I
PA �rA
-OWN ,111WRI
�=;,'ia6rmeasinstta'nntaLat'i'naucaps
MA min. -r Mal iapa ono 6 on
and with 1.25" ring shank nalials
and two sta gered rows 12' o.c. in field. Attach
ackrait d -7 this skeet
I
11 rAdWA, EdwAffi
Attic Ac"w
e
Is 8
III'
Mile
Flo
kris
CHETA 20 D �-I
�� ETA 20�
Provide for gutter Simpson HETA Z
hurricane anchor at each truss Provide downspout
( 24" O.c.) supporting Max.
1810 lbs. uplift
N
a
W
a
to
go
d0�1
N to
Zi
H i° n-
N
W
=s a ui
Q
C •• �
�1O o0
W
m
cnto • -
v_ tV
s
- PANEL
"Ai,
Poin
BR
Lead
I Wee
Drsenption
n'es
jewel
I Demorperan
Wire
Load
BR
PAM
1
20
1.2 ke
s12
Rernwater
I
Rense
mi
12.0 ke
60
2
1
20
L2 ke
812
Clothes Washer
3
1
20
L5 ks
$12
Kitchen S.A.C.
6
L
Orger
m10
6.0 ko
3o
2
1
20
L6 Its
e12
Kitchen S.A.C.
7
a
1
20
$12
Bathroom R"to
9
10
Air C
m10
5.0 ke
30
2
—
1
20
1.2 ke
e12
Dialwaabr
11
12
1
20
1.2 ke
e12
Microww
19
14
Air HandHandkir
#10
5.0 ko
3o
2
1
115,
—
014
General LIVmg
16
it
1
15
e14
General Lighting
IT
la
WH
010
5.0 ke
25
2
—
1
15
—
$14
General Lighting
19
20
1
15
$14
General Lighting
21
22
Goo
012
0.41 KW
20
1
—
I
Is
—
e14
General Lighting
23
24
Spare
Spare
26
26
spare
Spar.
21
20
spare
Spam
79
30
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
City.
Watts
Total(Watts)
General Lighting 13, watts aq; ft.)........................
$melt .APDUpnc@, CirpplQi4>...................................
Rena!.........................................................
Refrigerot..................................................
Mlerowave
.Dish .Washer ...................................................
�lothFs Ws.!her...............................................
clothe.,>��d�r................................................
Water Heater ..............
Geroge:Door_Opener......................................
nis
3
5,205
2
100
3,000
1
12,000
12,000
I
L200
1.200
1
100
1,500
1
I o0
1 Oo
1
1.200
1.200
1
5,000
5,000
1
4 00'
4.500
1
810
810
Total Watts
35AI5
First 10000 Watts 9100%
1
110,000
10 000
Remainder 25,N5 e40%
1
O
10,24i
Electric Heat or A/C 10.000 e65%
1
10.000
10,000
Calculated Load
Watts
30.24E
Voltage
240
Calculated Wattage Divided by Voltage - Total Amps I24.02
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Palo Satoh
®
Recessed Can Light
$j
Double Pole Batch
®
Egailmill Recessed
s
Push Button Switch
_0t
Exhaust Pan
—8
D Outlet
Calling Mounted Light
Special Receptacle
♦
Wall Mounted Light
a�Laterpr
grounda t cir
Light with Pull Chan (attic)
®
Floor Duplex Outlet
O
Computer Connection Jack
®
Carbon Monoxide Detector
4 f
Fkxrd Light
T1)
Thermostat
m
al"trical Panel
0
Central Vac
8
Electrical Meter
®
Smoke Detects
Calling Pan
®
Tehmsion Jack
®
Talephaxe Jack
c
A/C Disconnect
cNim
I x 4 Plorescerrt Light
4 florescent Lr t
Speaker Hook —Up
= JUNCTION BOX TO SUPPORT A FAN
(D- THERMOSTAT LOCATION
B/A = BALANCED AIR
MEC
Q
ANICAL LAYOUT
SCALE: lkl" = 1'-0"
FIELD VERIPY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc.
A/C disc.
Cable
(3) sl THHN Copper
S
With ul GrndER
2" PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit sleeve MP
MCH
Into attic MCS
PANEL AHU
PANEL AHU
200a rated
200a rated
meter can
meter can
2" PVC
schedule
rv'w'w
2" rid
nods
ELECTRICAL RISER
bonding
pant
( — Contractor shall use AL—CU Landing lugs.
— Conttractor shall torque lugs I.A.W.
manufacturers recommendations which
I shall be verified prior to construction
Verify AIC/KIC Rating prior to ordering
ELECTRIC NOTES:
Interayatem bonding
2" PVC ( FPL Termination pant
schedule 80
v�r'1r�P1r+.r'1nP1r.P'1
2" maid service PPL
I grand reds
_ ALTERNATE SERVICE ELECT. RISER
NTs — Contractor shall use AL—CU Landing lugs. NTS
— Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
t — Verify AIC/KIC Rating prior to ordering equipment
3 TON
SEE MANUAL
'J' and Energy9 Cah:ul
for Unit mto
AiC
PORCH
141 CFM
IOxdOx1
GREAT
141 CPM
1011111100
DINING 1
ROOM 1
I
ry
I
I DW 1 e
I
I I
124 CPM I
IOXIOX6
KITCHEN
MHON V9NT I REP.
10 C)l 3a• CLEAR
H.
404 Steel Bayard
See detail on this sheet
r 2F
x il;;�— 1
I Attic
L_____�
141 CPM
iOXIOxi
GARAGE
r----------------- I
I I
I
I I
I I
I I
I I
I I
i I
I I
I I
I.
Use copper wire onlil from panel to devices
15.
Contractor shall guarantee all materials and workmanship
free defects for less from
20.
All equipment and panel sizes shall be
verified before
2.
Provide
and wire ail required smoke f Carbon
of a period of not than two gears
ordering. The contractor shall provide
circuit routings to
Monoxide detectors.
the date of acceptance or certificate or occupancy, or one
suit the Job conditions.
3.
Contractor to verify location of electrical
year from closing eels of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as called
for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacement& or repair of any
or as selected bg others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of Installation that may have been damaged.
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 through any concrete
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 other
service.
e.
9.
A/C Return Air Balance Must complyy w/ FBC RM1102
A(C Refrl�ac�rLt
the requirements necessary for the equipment to be placed in
lines that are run thru slabs moat be
sleeved PVG
proper working order.
23.
All exposed wire below 9'—I" shall be
Installed in metal EMT
10.
in
ALL A/C Equipment shall comply with energy calculation
li.
All work shall be done in accordance with the N.E.C. and
conduit.
II.
All work shall be performed bg a licensed electrical
shall comply with all local codes and ordinances, and shall
meet all standArd requirements of the local electric utility
24.
Dirgger Vents to be installed per
FSC RMI502
12.
contractor, the completed slatem shall be fully operative.
Contractor for roes,
and telephone company.
shall peg all permits, testing, and
blower
nspectlona including testing where regwred.
18.
The electrical agetem shall be completely and effectively
interference with the progress of construction.
grounded as required by the latest edition of the N.E.C.
sa
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
against the bubhc Ilabilitu and broberta damaee Per the
labels where abbhcable.
12x2x B/A
r—m
`,� I-
8x4x4
9 CPM
LOSE
WASHER DRYER
LAUNDRY
124 CFM
IOx 1Oxi
124 CPM
IOxlOxi
ti
rL�
daiwo
B/A
8x4x4
50 CPM
e
0
its Claim
i �I 8x4x4
LT4,
r 1+x - J2:d2w8
Ill CPM
12xix'1
SECOND
BEDROOM
2Ox20
__�I2x12xe
B/A
THIRD
Jill BEDROOM
�
O(� I I I IOOX(P)d
�QPM
T I 1 ISZI
150 Amp
Panel
GOLF CART
GARAGE
I
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raden t
Braden AA
Arclvtects - Planners
411
S.E. Coconut Avenue
Tel
(1i2) 281-8258
Fax :
(712) 281-8283
E-mail:
bradenaiaecomcast.net
WP GFCI
Install oulet
under disc.
not shown for N
claritu Q L 0
Q
AiC
Wire For
Front Post
Light
PORCH
I> WF GFCI
4 /
MASTER
BEDROOM
� 1 `
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GREA_ROOM
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LOSET
1 \
\ WASHER LDRYER /
\ LAUNDRY vP
DINING I \\\ �` \I
ROOM I ,
�P IN.
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Union
r
s
Wunrle Building Care
Spaniah Lakes
St. Lucie Countg Florida
l\ SECOND
I e�3EDR®®M
1 \
THIRD
----BEDROOM
e �
GARAGE /
/ GFCI A \ \ GFC r
te°iCnr 1 / ISO Amp L GFCI
_----- // GFCI LI
----Panel
,
®- ------ r� �-
Garage I \ r Garage
Door I ro• Door
Opener I \ ° I Opener
I I
1► G GARAGE T I �
I I to garage) ghts GFC1 I I GFcI
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n
(Y
WP GFCI
ELECTRICAL FLAN
Post Light with
Photo call SCALE: 114" = 1'-0"
Center Post Light
between driv@" s
Attic Ventincl Calculations
Total Attic Space = 2101 sq.. ft.
Venting Ratio 1/150 = 18.00 sy. ft. required
Provide A Continuous Vented Soffit
MODEL: Date Drawn I evislons
;0=24=14 -23-18 Garage floor slope and A in
'' Drawn by smoke detector revision
_
�i EViEWED FOR
c.c.u.
1
II .. Checked bg: CODE COMPLIANCE
D.R.B. ST. LUCIE COUNTY
chant Comm #
M a '[1
p
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
51PAGING NOTE
ALLTRU55ES ARE TO BE5ET
A" 2'-C: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. AL
n
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span,or less Al 30' to 60' Span
6,O decree- Spreader Bar
Orsss
( 2 '. ,9--Approx 2/3 to_le
s 'Oy ,._ re pan approx.Line 1/2-0f Span
REFER 70 BCS REFER TO BCSI
rl! Truss rust be set c sway _ crane ,.sad Truss. must be set this way if crane used.
� e
Truss son example, your t ss may not motnn This is an example, truss may not match
Insist crane operator sets truss this way. Insist crane operator sets truss this way.
All load bearing walls, headers,
4 beams & lintels must be in place
at indicated height before trusses
Q are installed.
AIR HAN�1—�R 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.
ISEAT PLATES BY CHAMBERS
12
4.00
io
8'
L 1,
I upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
12
i 00
Y81
_12: 2.00
Cl)
upset=1/4" heel=3 15116" INDICATES LOAD BEARING
PLUMB CUT END REQUIRED BY TRUSSES
" SUPPLIED BY BUILDER
2 x 4 Top Chord AT A HEIGHT OF 8'-0"
WALL HEIGHT 8' ABOVE FINISHED FLOOR
END DETAIL: TYPICAL VAULT
- - The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the The contractor shall recontractor. main responsible
TRUSSES FOR TdE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-iAT MODEL. for checking field measureme�sand
other construction criteria. Architect's
P , approval covers general roof shape,
® ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A stru urostfromgraviya d�uplift loading
I I ;heir re active locations.
�► Do not `tand on trusses until they are braced per BCSI I properly nailed to straps & hangers I L Approved By:
Braden & Oraden A.I.A. P.A.
----15'-3'- --_ __— — 19' 9" 191-9" - -- _ y C L
I � � I � ' FABRICATION AGREEMENT
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CHECKED CAREFULLY & MAY
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P-lN
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED is RETURNED
The legal desaiptlon of the property where the trusses will be Installed is;
The undersigned acknowledges and agrees:
t: Trusses wlll be made In strict accordance with this truss placement diagram layout,
4rhich Is the sole authority, for determining successful fabrication of the trusses.
2, All dimensions In this layout have been verified by the undersigned.
.3, Unlade written notice le provided by 011 mall to Chambers Truss within ten (10)
days of delivery the undanslgned agrees that no backcharges will be allowed. In the event
such written notice la furnished Chambers Truce shall have three (3) butIliness days in which - ..
to begin repalre required, or to substitute other trusses, at Chambers optbn.
4. The undersigned acknowledges recelpi of "BCSI 1.03" summary sheet by TPI & WTCA.
S, Delivery Is to job site, 11 Is the buyera'responsollity to make the Job she suitable for
delivery. Chambers Truss has the solo authority to determine the suitability of the job site or a
portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery only.
The buyer Is responsible for additional dative., expenses If Chambers Truss has to redeliver
because Job she is riot prepared for delivery or buyer Is not prepared for delivery of trusses.
Buyer Is responsible to Chambers Trues for towing costs due to site conditions.
e. Price as shown In paragraph 7 below Is subject to change If any changes are, made In
this. tayout A tur0 per hour fee for revisions may be charged by Chambers Truss. t r•
7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no,
agreement a reasonable price. Invoice will be made on delivery and paid within terms of not
on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chamberill reasonable
attorneys fee for collectlons In event of payment not timely made. 1.12 %per month earl
charye will ba added for all soma not peldwlthln tertna, ,
. 8, Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
9.1n consideration of Chambers Truss extending weds for. this material the undersigned ,
unconditionally guarantees payment when due of any and all Indebtedness owed to
ChAmbare Trues by any entity receiving malarial and the undarelgned agrees to pay such
Indebtedness Including attorneys fees, If default In payment for material be made by the
recipient. •i
10. in the event of any litigation concerning this agreement, the Rams furnished hereunder
or payments referred to herein, the. parties agree that the sole venue for any such action will
be Saint Lucie County, Florida.
11. Design responsibilities are per "National Standard And RecommendedGuidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSI/rPVWTCA 4 - 20g2-
DATE
SIGNED
FOR TITLE I
Aspreaderbar maybe ial"par"BC I-W'topiaverltnil &damage.
i. Multiple ply trusses must be fastened together per engineering
before they are set; fallure to do so can result In roof collapse. Y
Temporary and permanent bracing are required 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.
Tr ssm mustbesetand traced per design to pin h1UIFY & damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
~ 3105 Oleander Avenue
Fort Plerce; Florida 34982-6423
800-551-5932
FortPlarce 772 485.2012 Fax 772-466 8T11
Vero Beach 772-569.2012 Stuart 772-285-3302 '
ruessnco¢rC ls5 Cr1M ..
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
3 or,` Loading in li Roof R.D.L.
5 Z -- Top Chord Live 20
.0 �I o _I Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
o c Bottom Chord Dead 10 3
TOTAL Load 37 7.2
M o Duration Factor 1.25
2 Wind Speed 165mph
."• H Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
L) Highest Mean Height 15'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
W
W
- 7�do &Wk
�••
I
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14'4" - �----- 6 -4" _--- � _ 14'4' I
REVIEWED FOR l<
PORCHLEFT BODE COMPLIANCE 7gem
Rolli
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
.+.�.—r luau all un4 UtidV LUCO..,.o.=uonunuous tract.,
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildino Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:
Date:10/07/15 Revised:03/21/18
FOR Revised: 3/05/2020
WYNNE BUILDING CORP.
DESCRIPTION: S ��
WINDSOR
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11392