HomeMy WebLinkAboutBldg plans1
s:
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb felt
underlagment installed with min. 4" side laps
and L" end laps fastened with corrosion resistant tin
cape with 1 1/4" ring shank nails spaced L" O.C.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 per
3/8" thick light textured
,tucco on typical concrete
block construction
12
SLOPE 4
z
Union Corrugating Co. 24 ga. 5V crimp metal roofinL#: 1211.4 Attach roofing to deck using #9 x I.F.5
wood screws with washer Per Approval over 30 lb felt
underlagment installed with min. 4' side laps
and 6" and laps fastened with corrosion resistant tin
cape with 1 1/4" ring shank nails spaced L" o.c.
at ell laps and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
O.H. .H.'.
COVERED
PORCH
COVERED
PORCH
5/8" thick x 8"w cut Finish Columns with
I coral finished stucco bands 5/8" thick cut coral
RIGHT E L E \ Y/ A T I O I �l finished stucco bands
SCALE: 1/4" = F-O"
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FL#: 1211.4 Attach roofing to deck using #9 x 2.
wood screws with washer Per Approval over 30 lb felt
underlagment installed with min. 4' side laps
and 6" end laps fastened with corrosion resistant tin
caps with 1 1/4" ring shank nails spaced L" o.c.
at all laps and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 COX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
L_ C T- 1 L= V
block construction
SCALE: 1/4' = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors,
Windows k Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model III
Manufacturer
Glass
Attachment method
r
JEST
ation
to
o! sign Approved Tests
1.2,3
t 4
FL# 11499.2
Single Hung
Series 185
Mi Windows
and doors
3/16' dra. Tapcona w/ min. 1 1/4" penetration at 6" max.
from each corner and 111" o.c. thereafter thru PT Buck
into solid filled CMU wall
+41.2/-50.0 par
{+,
I6-0330.02
Overhead
Garage Door
f jo�gl 824
it-O"mmnX hetht
DAB
Install track to buck per product approval and per
manufacAttachtBuck toCw ll using 31/8' x c" anchor bolts at IS' o.c.
I0-9-21
+50.0/-60.0 psf
ISFL#
15221.1
Fiberglass
9
Smooth Woad ram
9Q
series o fiberglass
Plaspro/Nanga
Plastics Corp.
RICO 1/4" dra. to con with min 1.25" embedment at 6" max
rom corners and'14" O.C. thereafter In ,Jambe.
Pressure based on SCHLAG£ hardware.
+- 45.0 PSF
C
FL# 15332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
3/I4" din. Topcons w/ min. 1114" penetration at 6" max.
from each corner end 19al," o.c. thereafter thru IT buck
into solid filled C UProduct
+ 40.0 PSF
NOA/FL
NUMBER
Model IIIManufacturer
Attachment Method
Exspiration
Date
Design Pressure
of Approved Tests
Mullion
FL# 15353.2
5144
vertical mullion
Mi Windows
and doors
For CMU use 4) 3 I6" dia. to cons with min I I/4"
penetration wit anc ore located per product approval drawings.
MFG TO PROVIDE REBAR IN MULL
± 44.2 PSF
Roof
FL# 1211.4
5V Crimp
Metal Roofin 9
INSTALLATION
METHOD: A -IS
Union Corrugating Co
UnionCorrugating26 ga. Sv crimp metal roofing attached to deck using
per approval over Titanium UDL 25plus
underlagment installed with min. 4" side la?s and 6" and laps fastened with
corrosion resistant tin caps and with 1.23 ringshank nails spaced IV o.c. at all
cps and two staggered rows 12" o.c, in fieldAttached deck per sheeting
attachment detm on roof plan
FIELD:
-85.8 PSF
Edge and Perimeter:
-113.1 PSF
Siding
stucco on Block
Soffit
15-1021.02
Modal T4 12" vented
Vim I Soffit
Ke can
y
Installedpp
ntto strictlpradhere toothe product a product
g p PP forpthe use
4-20-21
+55.0/-35.0 P5F
Hurricane
Panels
Flu 150%.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Installed using ang approved anchors as shown in product approval.
Contractor to strictlg adhere to the product approval for the use
]of fasteners. abacince. and e me distrimceia-
+55.5/-72.0 PSF
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record }
ELEVATION MOTES:
- Overhangs at i'-O" unless otherwise noted on Roof Plan
- Roof pitch at 4:12 unless otherwise noted
- An� changes to this plan shall be submitted to the archltec�
for approval in writing prior to starting construction.
- Return ALL Stucco Bands into Window or Door.
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELE\/ATION
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FLU! 1211A Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 lb felt
underlagment installed with min. 4' side laps
and C end laps fastened with corrosion resistant tin
caps with 1 1/4" ring shank nails spaced 6" o.c.
at all laps and two sta gored rows 12" o.c. in field.
Roof deck to be 19/3 CDX plywood nailed to
trusses with Sid x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift = 85.8 psf
Fol
coral t inished stucco bands FRONT ELEVATION
2" x 4" top plate 7971/2" drgwall ceiling on truss bottom cord
base -board
1/2" drywall on
2" x 4" studs at 1C o.c.
2" x 4" P.T. bottom plate
\ 4" concrete slab with fibarmesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
nterior Non -Bearing Partition
fits
Braden t Braden AIA, PA
Architects - Planners
41'1 S.E. Coconut Avenue
Tel : (112) 281-8258
Wynne Building Cor
B E D
1 I P T C A R L T O N 3
1.5 CAR GARA
Spanish Lakes
P
St. Lucie Countg Florida
Fax : (112) 287-8283
E-mail: bradenaiagcomcast.net
C,tiiwrt Pl '349451G
TERMITE TREATMENT REQUIRE
;ONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSUUTY OF THE
CGNTRCIVIIi
12
SLOPE 14
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
R N ALL DOORS AND WINDOWS
UNTIL SP SARE APPROVED
6/8" thick x 8% cut
coral finished stucco bands
&SE PLANS AND ALL PROPOSED WORT(
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY:IN ORDER TOr
COMPLY WITH ALL APPLICABLE CODES:
ST. LITCM OUNTv R1TTI,nTNr Ti VlSION
RFVlF8VL0 FO O,NWLIANCE
R,,VILIt B S12"1) A. G4)
DATE
PLANS AN PEklIII'I fvlrJbl BE KEPT ON JO'_
OLD NO INSPECTION WILL BE MaD] P.
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager 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.
8'-1" BEARING
SCALE: 1/4" - I'-O"
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: 143 mph ultimate
Mean Roof Height:�_-�QQ"__ Roof Pitch: 4.12
Internal Pressure Coefficient: t O.18
Subjectabdity to damage from: Weathering: Negligible Termites: Ver-4 Heavy.
Width or Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate
Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO do gn
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+0.61AL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 par
Roof Zone: 2. +20.6/-51.0 per
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 par
Wall Zone: 5. +35.8/-41.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per
Shear Wails Considered for Structure? Yes
Continuous Load Path Provided? a
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 par
FLOOR LIVE LOAD: -.5- oaf FLOOR DEAD LOAD: 10 per
JOB ADDRESSAI"�
Ya 62"111
[::] = Roof Zone I
Wells Zone 4
® = Roof Zone 2
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
Model: Date Drawn Revisions : Sheet Comm 4
4-25-14 10-18-14 Product
REAR Drawn by: Approval Revision
PORCH c.�.u. 1. i5-I59
RIGHT Checked bg:
D.R.B. OF 5
FLOOR FLAN
4
Recess top plate
Por steel support
x 3/8"d
angle
Counter top - verlPy type
with contractor
C RAS H POST DETAIL
aloe detail on this
sheet
TYPICAL
NOTES: SCALE 1/4" = 1'-0"
N.T.S.
I.
Contractor to verify ALL notes and dimensions prior to
31" high by 4" diameter
proceeding With work.
p g
steel crash post. Floor
Flange with 4 - 3/8"
Steel countertop support angle
Install L" from each end and
Base cabinet
2.
Contractor to STRICTLY enforce ALL OSHA Requirements.
ex anslon bolts Into
one in center of
8te angle detail
counter.
3.
ALL Lumber to be used as Beam, Rafters, etC.., t0 have
al (3/8"t 5O ksl steel plate)
2" x 8" wood studs
a minimum 1,400 P.S.I. fiber stress.
b"
1/2' drywall
at IL" o.c.
4.
No dissimilar metals to touch.
2'r;' z'r,"
2' x s" PT wood plate
5.
ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, tort. tie beams etc.. to
11 1.00 00 0P S i d/ 4 0P S I t
a
6.
sha a 3, . .. concrete an or . .. grow mix
Drywall at ceilings shall be leveled and attached to bottom chord,
x3/e"
�
2�"
KITCHEN ISLAND FRAMING DETAIL
Of trusses With screws per FBC R-1O2.3.5.
p
ai,^
Attach buck to block wall with
I/4 dial. Elco tort screws with min.
1.
ALL wood In contact with concrete shall be pressure treated.
O O
1 1/4" penetration at 12" o.c. max
S.
ALL Wall dimensions are nominal and not finished wall or stud dimensions.
%°
and 4" max from each corner thru
2" x L" PT Buck
Exterior face
9.
ALL plumbing fixtures to be low flow.
or wall
arise
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
as wood screws thru jamb into buck
at each hinge and 15" o.c. max and
handicap accessibility requirements.
2/,"
2�"
Detall at Door prior to door attachment
12.
Lowest finished floor to be set bg Governing Building Department
NTS
surveyor to Set in field.
INSTALL VULKEM BLOCK SEALANT
13,
Separation between residence and garage shall be per FBC R302.6
ON ALL JAMB, HEADER, AND
14.
Door between garage and residence shall be 1-3/4"t 20 min, rated door
SILL BLOK
NSTAL ACIIONRiOR TO BUCK
Water Heater
Install windows thru buck into
block with 3/I4" tap -can with
15.
Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1
1 I/2" penetration at L" O.C. max
from op®r comer and
dal e0." o o.eamax.
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per
FBC R302.9.2
Exterior race at head and sill per product approval
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
Varea
materials exposed on the underside of the roof deck or on the attic walls shall comply
With F.B.C. R316 - see permit info box of code edition
18.
Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
P'x4" P.T. Buck nailed to
C960, C1002, C1041,C111-i, CII18, C1218, C1395, or C1396 and shall be installed
with ease hardened nails
Detail lUlndows to window attachment
according to the following: (FBC R102.3.5)
Masonry Beam
at prior
Drywall
Location
Omentation
Framing
Member
Max. spacing
Nail sizing options for
I" x V P.T. Buck nailed to
block with case hardened nails
NTS
Thickness
Spacing
of fasteners
installation of drywall
into
prior to door attachmen
Maximum
Nadal
Screws
wood framingmembers
2' x min. thickness
Install SGO thru buck into
block with 3/I6" tap -con with
it
Ceiling
Perpendicular
24"
7
12"
13ga 1 3/8" lloong with 19/44" head
, + ;,
I I/2"penetration at 6" o.c. max.
from
.
each corner and 20." o.c, max
0.098" diameter x 11/4" long
._,,.,,:;,,_:,,,.,;'..
thereafter at head per product approval
annular -ringed or 5d cooler nail
/a
OR
Wells
Direction
„
IL
8 „
I,
16
0.080" dia. xx 1 5/8" long with
15/L4" head
Use 3/I6" tap -con with
OR
1 1/2" penetration at 6" o.c. max.
Gypeum
board nail 0,084" dia.
from each corner and 20" o.c. max
x 7
5/8" with 9/32" head.
thereafter at sill per product approval
Gelling
Perpendicular
24"
T"
12"
13ga 1 5/8" lloong with 19/44" head
0.098" diameter x 1 3/8" long
iT
blockLwith case hardened to
annular-ringed or 4d cooler nail
OR
Head
prior to door attachment
Walls
Ether
IL"
8"
I6"
0.092" dIa. xx 1 7/8" long with
1/4" head
Direction
OR
fixed door
Gypsum
x
board nail 0.0915" dia.
11/8" with 19/44" head.
`i;•'
sliding door
19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A1O8.6,
A136.1 and A131.1 " Masonry wall -- ,
A108.1, AI18.1, AI18.3, ; , I/r = • .
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM "
C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall Bottom' Track Typical Flooring
be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into
21. Insulation including facings such as retarders or vapor permeable members installed block with 3/14' tap -con with
Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S l I d i n g D OOr D G t a I l 'from penetration at L° ." max.
shall have a flame spread index not to exceed 25 with an accompanyir smoke heeafter atniambisdper0pr duct approval
developed index not to exceed 490 when tested in accordance with ASTM E 84. At Masonry Wall NTS Jamb
Insulation shall comply with F.B.C. R316.
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FLu: 1211.4 Attach roofing to deck using #9 x 1.5"
wood screws with washer Per Approval over 30 Ib felt
underlayment installed with min. 4" side laps
and L" end laps fastened with corrosion resistant tin
naps with 1 1/4" ring shank nails spaced L" o.c.
at all lops and two staggered rows 12" o.c. in field.
Roof deck to be 19/32 CDX plywood nailed to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift - 86.8 par
Simpson HIETA 20 or equal
wiifi fl�) Tod z I I%2"cnailsu®' 12 PRE-ENGINEERED TRUSSES
( 24" o.c.) suppx. 4 at 24'o.c. TYPICAL
Ielolbs. up Ift ( h d b P t )
Aluminum Drip
Edge d Fascia
2" x L" Sub -Fascia 7
Kaycan full o vent vingl sorfit installed
using 1/8' dia shank x 15" long gals.
roofing nails with 3/8" dia. head per
product approval - see chart sheet ul
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
SO" overlap
at each filled cell
Grade
a op rowings y manu ac urer
R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
end (1) 45 bar cost, in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
1/2" drggwall over I" x furringg
strips ai 16" o.c. with R4.1 ft-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
ao Mortar to be Type "M" oniy proportioned per FBC R607.1
and Mortar fonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(I) #5 bar vert. (typical).
Max. sppacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
OxL" #10/10 WWM on L mil Visqueen over
//clean compacted termite treated fill
=1111 I I III 177l l fl l (111=_III I = 11_I—III I— i''
1 I=III _I I III- 14" x 14" Concrete footing
14" with (2) #5 bars cont, and iK5
T Y fi i C A IL S E C T 1 O N transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Window Schedule
Mark
Size
Rou(Jh Coen,
Window Description
PRESSURE ZONE
I.
4'-5%'x 4'-6is"
544"x We"
single Hung
ZONE 4
2,
6'-2%a"x 5'-3 %a"
15' x 63 %,"
Single Hung
ZONE 4
3.
2'-2" x 3'-2/2"
2T%2"x 38Y
Single Hung
ZONE 4
4.
3'-I" x V-3%"
38" x 63'/4'
Single Hung
ZONE 4
ALL Windows to be aluminum Windows w/ tint
and mullions per elevations.
ALL windows to Withstand pressures in permit info box on sheet I
ALL Windows in bathrooms to be tempered
All rough opening dimensions to be verified by contractor
with manufacturer a specs prior to construction
Door Schedule
Mark
size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0' X 1'-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X V-8"
410%4' x 83%"
Fiberglass Panel - Inewing
ZONE 4
C
L'-OM X V-8"
14" x 81 %2" : °,° °OCS ` i
Sliding Glass Door
ZONE 4
D
T-O" X V-8"
Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %2"
E
2'-6" X C-8"
Solid Core - Wood - L-Panel
F
5'-O" X 6'-8"
solid Core - wood - 4-Panel - Bi-Fold
G
2'-8" x C-S" x 134"
Solid Core Wood, Steel, or Maeonrte Door
H
2'-8" X 6'-8"
Solid Core - Wood - 6-Panel
J
2'-6" X V-8"
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
o-
I
t—
"
Ir
I
a -
I
12" � Verify attachment
hole location with GC
prior to fabrication
3/e" thick
steel bracke L /
O
W
W
W
s
W
8'-IO2"
,'-, Y2" T-1 Y2"
2
q O S
° ILq CY
EGRESS °
13'-II" O p
O Filled cell under PORCH
girder above
WIRE LATH t STUCCO p
CEILING
19'-91, a
N ASTER
�° B DROOM ° CO
O q q C O q O q
Vanity t be
34 Y2"hi
6'-4"
r
3'--4 m�
5' O
9'-
4 4111I I VV, I
I
I
I
I
Rod t Shelf k8'-O" tol9'-8" A.F.F.
Vaulted Cedrng
00
I t GREAT' ROOM
N
J LOS Tlo I
I
Rod t
?,7 o I
32"
DRYER A5H5R
;G
LAUNDRY&IIIIIII
s I
I
8'-O" to 9'-8"
A.F.F.
0
H
i�
v- I Vaulted G
fling
DINING
Vanity to be
34 Y2„high
I
ROOM
42"
I
I a
13/8"
9711
„ I
` counter tops to thick steel
I v- overhang wall 1.5"
5,_3"
1 counter top supports
90"
eq. eq• courier
tops to
OL
over
ang wall 1.5"
I
cAi,NeTR
SE ONE)
o BE ROOM
'-0" A.F.F.
at Ceiling
12'- 8"
V'
O
T,H(RD
M
BEDROOM
i-
i
Flat Ceiling
`r =
R—il Bet
a Ineulation
closer
150 Amp
Panel
Ir - - - - -
- - - - - - - - - -
in
I
O_
I
GO
F CAR'
G
RAGE
13 -a
auto
+41" high wall
i OW
o o
I '
KITCHEN
i
riks'-O"
to 19'-8" A.F_F.,
a
Vault d Ceiling `�
O
Upper
cabinets to
—
extend over Ref.
I
MICROWAVE
NON-V
IINT
I
l
N
sal" ci.BAR
OPINING L
m
— — —
—
i
---JR—II
—
—
Provide auto
Latta InwleUon� `r
(9
W.H.
closer
4"4 Steel Ballard
u
See detail on this
sheet
UU
,
I 22 x 54''
2
Attic Access
I
Q
with light
i_-----J
8'-O" A.F.F.
Flat
Ceiling
in
GARAGE
4
Block wall in O
/garage to be
struck block N
MT F7
o
L -4
EMERGENCY
EGRESS
I
I
r
i
I
I
I
I
—
I
I
I
I
i
I
I
I
I
I
I
I
I
00 OLOIN 01 L1M00
e e
COUNTER TOP BRACKET DETAIL
Braden It Braden AAA, FA Wynne Building Corp.
Architects - Planners �i l P T C A R L T O N 3 B D
411 S.E. Coconut Avenue
BTel (712) 281-8238 1-5 CAR GARAGE
Fax (112) 281-8283 Spanish Lakes
E-mail: bradenaiaecomcast.net St. Lucie Count Florida
.Atiiflrr Rl. a„aaal- stnat°nnnnI2 y
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Gala CIOd in
to
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Square Footage Breakdown
Total A/C Space =
1,1153 sq. ft.
Covered Porch Total =
212 sq. ft.
Garage =
489 sq. ft.
Under Roof Total =
2,484 sq. ft.
MODEL:
Date Drawn :
Revisions :
Sheet
Comm
4-25-14
10-18-16 Product
REAR
Drawn by:
Approval Revision
PORCH
C.C.U.
2,
is-1sq
RIGHT
Checked bg:
D.R.B.
OF 5
STRUCTJRAL NOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9.
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 Psi AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI ROOF (DL+LL) = 41 PSF
BE 3000 PSI OR -4,000 1*51 GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS
3.
POISON SOIL AND COVER W/ 6 MIL. V15OUEEN WITHIN 24 HOURS. NO
SOIL POISONING 70 BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
11,
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING A57M A-I6, il
4
GROUND FLOOR SLAB 70 BE A MINIMUM 4" THICK W/ 6X6 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
12
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUT5, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5,
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL 15 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2600 PSI iN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTION
FOOTING: 3"
BEAMS: I-1/2"
6•
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14,
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS,
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
IS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
ATTENTION OF THE ARCHITECT.
16.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
8•
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUND;4710N. FLAN
i�. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS 70 HAVE MIN. Gi85 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 I #S 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 6'—O" to 9'-11"
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 Farm Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to corstructlOn and provide
a copy Of sail test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade b0, meeting ASTM A -IL and
A-39 specifications. ALL Anchors to be A-307 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/
30" overlap SEE TYPICAL
at each filled cell ,.SECTIONS
Grade
4" concrete slab
VxV #10/10 WWM
clean compacted
with
on 10
termite
fibermesh OR
mil Visqueen over
treated fill
I I I= 1411w x
141,d
concrete monolithic
I I I=
footing
with
(2) #5 bars cont.
14"
TYPICAL
FOOTING
DETAIL
_
SCALE 1/2,,
4" concrete slab with fibermesh OR
611x6" #10/10 wwM on 10 mil Visqueen over
clean compacted termite treated fill
t #5 bar cont.
10" (2) #5 bars Cont. bottom steel
12'
IL AT 6" GARAGE STEPDOWN
_SCALE 1/2" = 1'-O"
12' x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above Verify house slab
height in field
Top of footer
16" below finished floor
16\
Thicken edge to 8"4"
with concrete and
one 45 bar continuous
#5 bar Vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
SCALE: 114" = I'-O"
FOOTING
SCHEDULE
Mark
size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 14"D
MONOLITHIC FOOTING
- G" STEP DETAIL ON THIS SHEET
30"
x 30" x I6"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
th
With
With
Curb at Garage x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
G
1211W
X 1811D
MONOLITHIC FOOTING
- 6" STEP DETAIL ON THIS SHEET
4" concrete slab with fibermesh OR
4"x6" #10/10 WWM on 10 and Visqueen over
fill
E DETAIL
SCALE 1/2" = 1'-0"
SEE TYPICAL
SECTIONS
4" concrete slab with fibermesh OR
VxV #10/10 WWM on IO mil Visqueen over
clean compacted termite treated fill
I[ WL-�
�i �11�
H n n
III 30">X30"xl6" concrete
7 4;.(III 1= column footing with (4) � � 4�.Is i�
_ i-1 I #5 15ars each way
3 "
so"
OLUMN FOOTING DETAIL
SCALE 1/2" = 1'-0"
14"
14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
GARAGE CURB DETAIL
SCALE 1/2" = 1'-0
"
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cost.
a .
#5 bare eont, bottom
12"
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = I'-O"
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.
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 �-rs
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PS( See Floor Plan For Location 45 From Footing To Tie Beam
Conic. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column Single Filled Cell Column
NTS NTS
0
I
r
0
I
6r
u_
H.B.
A /C
r — — — — -
I
I
12"
x 12" concrete
column block filled
35'-O"
with
concrete and
(2) #7 bars vert. tied
1 Into
lintels above
8'-I0Y7"
12°
8'-10 y2"
1 "
_----- i----L_�Q
0�-r
Filled cell under
24"
r
girder above
I
R
P
=
I
J ear orch Slab to O
"r be poured separately 11t1J I
I N 1 from House Slab. O O 1
t -►
Thick n footing to N
24% x 14"d x 24"L I O
under, filled cell °
undergirder bearing.
L_ FI
I
I
I
I
I
I�
I
FI
I
I
�j
Rear Patio/Slab to I
be flush with bottom of
sliding door recess. °
Slope I"
°
I'
I
I
FIII
t-
I
14-
I
I �-
i
i
I
I
4" concrete slab With fibermesh OR °
6"xi ` 910/10 WWM on 6 mill Visqueen over I 0-
clean compacted termite treated fill
I ° o I
PRYER A5HPR 1 °
I°
I�
4—
I
t-
°I
FI 4" concrete slab with fibermesh OR
G"xL' #10/10 WWM on G mil Visqueen over
clean compacted termite treated fill
°I
I
i
I
°I I
I
F—W
I 13oi
N
I
�1
I a 6 FI
L— — — ----- r-- v--
N *'
° 1E ° N °
r
Lu 81IL
°
° 1 O 14 Step
N W
-a I F5 z I r o
to
I 1
II G' -4"
1.5" (Recess for o o —
ar' ge Door
v�
Braden it Braden AIA, PA Wwnne Building Corp.
Architects - Planners SIFT CARLTON 3 B D
411 S.E. Coconut Avenue
BTel : (112) 281-8258 1.9 CAR GARAGE
Fax : (112) 28-1-8283 Spanish Lakes
E-mail: bradenaiaecomcast. net St. Lucie County Florida
Stuart. FL 34994 #AAC000032
MODEL:
REAR
PORCH
RiGHT
I' r-
II
I
I �-
I
r-
lo
FI �
I
to
i
DW I m
0
"
Io
I
MICROWAVE 1
RED NON -VENT
Sam CLEAR °
OPENING a O 1 O H.B.
00
—
I 4" a Steel Ballard
See detail on this sheet
I I
I I
I Q- I
1 � F51
ti N I�
°1 m
o I N I
I I°
I I°
I li
F5 �-
�.-
I
----- F5 — --_ D
2'-8" _ I _ 9'-0" I 2'-8"
Date Drawn Revisions :
4-25-16 10-18-1G Product
Drawn by: Approval Revision
C.C.U.
Checked by:
D.R.B.
Sheet
a.
OF 5
0
I
r
Comm #
15-l59
ROOF SHEETING
ATTACHMENT DETAIL
1. I Ilri 1111 will J6T l � ILU — IV n a
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use Walla or screws bas d on pressure for root stated
in permit into box on t ese plans for zone 3
Ke
Area
Ede
Field
Fastener
ax.re
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
6"
ad rim shank
14 Pat
Zone 3
r'
8d ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
112.5 oaf
** Use nails
or screws based on pres
ure for
roof stated
in permit
info box on these plans
for zone
3
Concrete
/ Lintel
Provide #5 bars with min. 48 bar provide tt5 bar set m prrceat R O O l- � L A N Scale : 1/2" = 1'-0"
diameters overlap into beam. Tie lintel into beam where length of
filled cell steel into continuous the opening calls for it.
beam block steel. — Overhangs at I —O unless otherwise noted on this sheet
— Roof pitch at 4:12 unless otherwise noted on this sheet
Provide Cast -Crete
8u8-OB/OT precast
lintel set in mortar
Min, 8" Bearing
Verify with Plan `
III 12"x 12"
1 Column Block
Rebar
Rebar 48 Bar Dia.
Min. Overlap
Column to Lintel Attachment
NTS
Additional Precast Lintel
#5bers Lintel $ar Clear "A" "B"
#S be
LengthL�fngthSpan Bars Bars
i "�.I:.i"'i f 1 •';" 1 1 `''7" I 2'-10" 2'-8' I'-6" 2,SF3 none
t----'----y----�
3'-6" 3'-4" 2'-2" 2,#3 none
sign-OB/IT 81211 IT 8P8-I5/2T
Addiuonel 4'-O" 3'-10" 2'-8" 2143 none
4
cLtA ';. ' -6" ti'-4" 3'-2" 2,#3 none
?: ne Row of "H' r;
9 Block Above j.';,i,: 5'_4i 5'-2" '-O" 2,tt3 none
'... al ;o, 5'-10" 5'-8" 4'-C' 2,#4 rove
Precast Lintel :..
le
Y r " " y
ll Addd an6'-4" �'-4" 2,#4 none
A berg
1'-0" 6'-2" 2,#5 none
nFIL-IB/IT OFIL-I13/2T 8,-4" 1'-10" 1'-0" 2A5 none
NOTES:
I. min. coverage of steel
2. min, bearing required a ea. and=8" ALL reinforcing steel 'a grade 60.
3. standard for rill steel-ASTM A415
TYPICAL LINTEL SECTION
( PRECAST CONCRETE }
LiNTEL SCHEDULE
Mark
Window
or 0ca
Unit
Width
Lintel
size
Cast -Crete
Soo
"H' S1ock
Above
"
Bottom
Steel
Sire
Top
steel
Size
G avite
Load
(PLf>
uplift
Load
(PLP)
Le oral
Load
(PLF)
L22
T-2"
V-0
81'8-OBAT
1
#5
3049
BL9
1024
L31
2'-Lee°
3'-1"•
4'-0'
BPS-OB/IT
1
#5
2541
1363
1L3
L45
4'-5"
5'-10'
8FO-OB/I7
I
to
1105
909
339
LSO
S'-O"
L'-L"
8F8-OBAT
1
#5
1238
835
121
LLO
L'-8'
1'-V
8FO-015AT
1
#6
1 1011
121
534
L80
8'-0"
9'-4"
8F8-18I
I
e8
2
us
1S2
Sall
512
1.90
9'-O"
10'-L"
OF8-I5/2T
I
a
2
85
L43
930
401
L9015
9'-0"
10'-0
811I6-I5/2T
ONE
I
X1
2
tt6
1533
1183
401
11.I00
10'-0"
II'-4'
8F8-I5/2T
I
fiS
2
#6
687
494
457
LIDOS
10'-0'
II'-4"
BPI6-I5/2T
ONE
I
e6
2
us
1364
1028
452
LI20
IT-O'
13'-4"
eF8-IB/2T
I
$5
2
to
411
428
324
1_1205
IT-ON
IV-4"
OP16-113I
ONE
I
#S
2
#5
1016
110
324
L140
14'-O'
16'-4'
8FIL-IB/2T
ONE
I
e8
2
tt5
1250
L09
259
LILO
IL'-O'
IT-4'
8FO-I5/2T
I
of
2
us
Soo
192
194
L1L08
IL'-O"
IT-4"
OFI6-IB/2T
ONE
I
e5
2
as
450
Soo
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED,
— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval In writing prior to starting construction,
ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verlf Icatlon
Poured Filled Cell _ Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
Provide #5 bars with min. 48 bar
iameters overlap in filled call. Tie
filled cell steel into continuous
looter steel. 0 12
2AT �� I
C creta Anchors Per Q
" Mat ufecturara apace }—
Poured Concrete or
concrete block wall 1/4'Max. W
Concrete Footing
J LL (see —
rooter schedule
" s for exact sizes) \ a T
DETAIL AT WINDOW OPENiNG iN
Scale: I/2" = I'-O"
CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4' blocking to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using®
5/8' die. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
Poured Concnt
concrete black I
Provide PT Buck
h:l, f
r_.
:I
y 1
attached per Iamb
;'.
.;::q
details into filled cell"''
4" Pre -cast
Sill
5
..,l
r;ri
Aluminum Panel
Sizes per Manufacturer
See Typlew Stud Detail
'Vac' x 3/32' Wing Nut w/
appropriate washer and spacing
k per manurecturer's Details
3 .oe3•
2 .a94•
a
m
n Eq
1 IF
Stud w/ Dw Cost Zinc Nra
Nickel Plated Wing Nut
1/4'
icncraAnehpPr manuracturtra Specs
3LOCKiNG DETAIL Flush Mounted Shutter Detail
)ER STRAPPING nts
TER BEARING, POINT
thick light textured stucco Installed per
ASTM C 9242L over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of Aluminum Drip
ASTM D Tggpe 2 felt paper using Od nails. Substrate Edge t Fascia
to be 19/32' CDX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into etude.
Union Corrugating Co. 26 ga. 5V crimp metal roofing
FLU: 1211. Attach roofing to deck using #9 x 1.5 ount
wood screws with washer Par Approval over 30 lip felt and Cer felt Flash
underlayment installed with min. 4" side laps flash
and L" end laps fastened with corrosion resistant n
caps with 1 1/4' ring shank nails spaced L" o.c.
at all laps and two staggered rows 12" o.c. in Field_
Roof deck to be 19/32 CDX plywood Welled to
trusses with 8d x 2.5" long ring shank nails per sheeting
attachment detail on roof plan
Max allowable uplift sc 85.8 par
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 1 1/2' nails
l 24" o.c.) wpporting Mew 4
18101ba. uplift
G�
Aluminum Drip
Edge t Fascia
12"
r:
2' x L" Sub -Fascia 1/2" thick stucco on 3/8' hr-rib lath /
attached to horizontal and vertical wood
framing with mile or staples to provide
m less than 1-3/4" penetration into
Kagean full o vent vingl soffit installed horizontal wood framing end 3/4' pemstri
using 1/6" die shank x 15" long gals. into vertical wood framing members
roofing nails with 3/8' die. head per
gradual approval - see chart sheet #1
5/8" thick light textured
One row of beam block filled stucco on typical concrete
with concrete and (1) U5 bar block construction
cant. over 8" precast lintel
ffiilllledco with concrete and (1) #5 Verify with Floor pan
#5 bar vert.
SO" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan "r
Brace Gable and
with 2" x 4" SYP 42
Oft back nailed to bottom
or top chords using (2) IOld
nails at each truss
in
In
:3
L
X
r
O�
m
Q4u
LO a
d
d
OL
=L
to I
N
cc
4
InLLI
O O
E F
_
N
N
u
L
L
�
r
PRE-ENGINEEiRED WOOD TRUSSES
e 24"o.c. TYPICAL
( shop drawings by manufacturer )
x von"
(n .aU v IIIBI late` aoEma
vim ft Li
�EU7V oVrN VC
U v O gf e7 yrl
,ZI9v80�Xw
L22 BI
N 9= o—.
q 3 L
S<�'
Z ` o
fY_E w";_rq ag3
Ur n gf. v e
€ix-8
C Jl III
0 13L L
I�
Strap truss to wall using Simpson MGT with
5/8' die. threaded rod with min 12" embedment
into beam either wet set or In epoxy with
(22) IOd nails into truss. Add blocking to
truss leg per detail on this sheet
18'
D IAR
L90B
l�
iL
4 SLOPE 4�
L31 BI I W
R-30 blown fI eraless
bottom
I
in chei of trusses
1/2' drywall with smooth finish
N
j
Two rows of beam block filled with concrete
i
and (D #5 bar COnt. in each row. Substitute
Q
1
precast lintel filled with concrete and (1) #5
F_
,
bar Cont. for bottom row over openings
W
=
1/2" drggwall over I" x furring
?,-foil
,
strlpa
at IL" o.c. with R4,1
1
nsulation
on typical 8" Block walls
DD SPACE l
All drywall to be installed per FBC R102.3.1
T
and shall meet all pertaining ASTM codes.
ao
Mortar to be Type "M" only. propportionedpper FBC
R601.1
and Mortar shall comply wifh FBC R401.2.1.
,joints
Provide Our-O-Rock at all wet areas (ex, showers,
tube et
,.,)
L22 BI
Fill cell with concrete and
y;
(U #5 bar vert. (typical).
Max. spacing shall not exceed
Wood
48" unless otherwise noted
Base
see foundation plan notes for
BI
spacing at openings
4" concrete slab with fibermeah OR
"xG" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
WZA
ua
N N
(V
FA
'A
BI
L60
- - 22' x 54" I
\� I Attic Access
Q with light 1
\ I
1 \
I
I
I
1
I
I
I
B�
\
l�
I
I
I
I
I
1
1 12
I
1 SLOPE
I
I
I
.T = = — II=1111—III = _ _ _ HE A 20 HETA 20
—_-1111 1111=1=1111=1111=1111=1111=1111=11 HI 11=1 11= 1=1 11=III ; III=11 1=1 11=1 11=1 11=111= � Provide for gutter
�LI11111111111'll 111111
1_=11=1�11=1�11=1�11=1�IHI�1� = 1= = IIII III11111�1=1111-1111-1111-11 Provide downspout) hurricane lson anchoEr ateachea�h truss
1=1 I I —I —I I I —I I I —III 1-1 I I III —III III —I — =1 i i=
=11I1=ills=lln=IIII_IIu-1111=1111=1II II1111IMI111 III-1111. ( 24" 1supporting Max.
HN III—ni FI 1810 lbs. uplift
Tublcal Section at Front Forth
BI L22
Scale : 1/2" = 1'-0"
Braden It Braden AIA, PA
Wwnne Building Corp.
MODEL:
Date Drawn
Revisions
Architects - Planners
417 S.E. Coconut Avenue
IIFT CARLTON 3 BED
REAR
4-25-14
Drawn by:
10-18-Ile Product
Approval Revision
Tel : (112) 281-8258
1.5 CAR GrtARAGE I
PORCH
c.c.u.
S h Lakes
p ank
Fax : (112) 287-8283
E-mail: bradenalaecomcast,not
RiGHT
Checked by:
Cwfiiesn! P-I a,aaai ttner%nnr)eI
St. Lucie County Florida
D.R.B.
12"
Sheet
.4.
OF 5
to
�
L
)C
to
L
0
s
Q)
ty
c
I
b
Url
.Lto
N e)
U
u
u
N
L
L
�
O
LU
O
W
Provide downspout
Comm #
1S-159
PANEL
„A,I
Poles
BR
Load
Wire
Description
circ#
cmc#
Description
Wire
Load
SR
Poles
2
40
9.0 kw
#8
A/C comp
1
2
AHU
#10
3.5 kw
30
2
3
q
2
30
4.5 kw
#10
40 gel. we HTR
5
L
Range
#G
12.0 kw
50
2
�
e
1
20
L8 kw
#12
Pump
9
10
Dr er
#10
6.0 kw
30
2
I1
12
1
20
1.5 kw
#12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.9 kw
#12
Microwave
15
14
Refrigerator
412
1.2 kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
n
18
Rocepts
#12
20
1
I
20
1.6 kw
312
Kitchen S.A.C.
19
20
Receipts
#12
20
1
1
20
1.2 kw
#12
Clothes Washer
21
22
Receipts
#12
20
1
20
O.al kw
#12
Garage Door Opener
23
24
Recepts
412
20
1
I
20
1.4 kw
#12
26
24
Recepts
#12
20
1
I
20
1.92 kw
#12
21
28
Recepts
212
20
1
I
15
414
General Lighting
29
30
Recepts
412
20
1
-
I
15
#14
General Lighting
31
32
Recepts
$12
20
I
-
I
15
#Iq
General Lighting
33
34
Exterior GFCI
#12
20
1
15
#14
General Lighting
35
31,
Bathroom ON
#12
20
1
-
I
20
#12
Smoke Detectors
31
38
General Lighting
#14
15
1
-
I
20
$112
Bathroom GFI
39
40
General Lighting
#14
15
I
-
s are
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qty.
Watts
Total(Watts)
General Lighting„(3„watts .sq:. ft.)
S,mali, fi.ppliance, C.Ircuit(s)...................................
Range ,,,,,,,,,,,,,,, ...................................
Refrigerator..................................................
M,icrowavS.....................................................
Washer ............................................
Dish.. .......
Clothes..Washer...............................................
Clothes..Dryer................................................
Water Heater
W,ater_.Pump........................................ .........
Garage, Door. Opener ........................................
1135
3
5,205
2
1,500
3000
1
12,000
12000
1
1.200
1200
1
1.500
1500
I
1200
1 200
1
1,200
1 00
1
5,000
5 000
1
4,500
4 500
I
1800
1800
1
810
810
Total Watts
31,415
First 10000 Watts e100%
1
10,000
10 000
Remainder 21,415 e40%
1
O
10,966
Electric Heat or A/C 10,000 045%
1
10,000
10,000
Calculated Load
Watts
30,944
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Double Pole Switch
®
Eyeball Recessed
Pa
Push Button Switch
Exhaust Fan
Duplex Outlet
¢
Ceiling Mounted Light
Special Receptacle
O-
Wall Mounted Light
Waterproof, ground fault interrupts
rn
Light with Pull Chain (attic)
®
Floor Duplex Outlet
@
Computer Connection Jack
CM
Carbon Monoxide Detector
Flood Light
TQ
Thermostat
m
Electrical Panel
®
Central Vac
g
Electrical Meter
®
Smoke Detector
Ceiling fan
0
Television Jack
Telephone Jack
nc misc
A/C Disconnect
®
l x 4 Florescent Light
®
2 x 4 Florescent Light
R
Speaker Hook -Up
Intercom
Electric Notes:
i. Use copper wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
b. ALL bath and kitchen receptacles to be GPI protected.
b. ALL exterior outlets to be WP/GPI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1402
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in AVC
11. ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed by a licensed electrical
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all fees, permits, testin and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
Interference with the progress of construction.
15. All required insurance shall be provided for protection
against the public habilitg and property damage for the
duration of the work.
14. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
18. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone company.
33:2/0 Aluminum load
I '/i' Conduit
2" PVC l
2"
#6 co a wire
cont.pprr6ar in slab
ELECTRICAL RISER
shall use AL-CU
lugs. NTS
shall be venried prior to construction
19. The electrical system shall be completely and effectively
grounded as required by the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the Job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected by others.
23. All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from any other service.
24. All exposed wire below 9'-1" shall be installed in metal EMT
conduit.
25. Dryer Vents to be installed per FBC RMIS02
NICAL L,4YOU
O= THERMOSTAT LOCATION SCALE: 1/,4 " = 1'- O i'
Braden it
Braden AiA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiaecomcast.net
3 TON
SEE MANUAL
"J" and Energy
Calculation
for Unit info
Install oulet
under disc. -
not shown for
clarity
WP
MASTER
BEDROOM
S
i
i
e �\
i
CLOSE
DRYER
LAUNDRY
(pi $�
ECOND
BEDROOM//
/ t
� 1
/
/ t �
/
# � PORCH \ �
WP GFCI
M
THIRD
BEDROOM.---
/
i
/
/
&rci J�
150 Amp \
y Panel GFCI
r----
Garage
Door
1 Opener
I
�p G RAGE
GFCI I
I
ELECT
GFCI
I
I
I
I
I
I
1
I
GREAT � ROOM
DINING
/ I I
ROOM
I �
I \\
I
I �
FCI - -
I
GFCI ° °G I
/
Refs.ill
O
-�-
GFCI
G
/
Fcl
i \
Steel
/ \
detail94
x 54"
cAaceseh-lihtOPTIONAL
IL
PANEL
LOCATION
GARAGE
GFCI \
/
GFCI
/
I Garage
/
1 Door
/
1 Opener 1
/
I I
/
I 1
I I
�
to gdrage lights
I 1
f I
I I
c
1 �
/ K4117C HE1
s I
/ NON-VWp,VE
'NON -VERY �
SON CLEAR
EKING
"
4
See
C/4L'LA�I
SCALE: 114" - 1'-0"
Attic Ventin alculatio
s
Total Attic Space = 2
OI sGG. ft. C 2309.
Venting Ratio 1/150 ='
Provide
18.00 e{. ft. required
A Continuous VI
nted Soffit
Wgnne Building Corp.
1IFT CARLTON 3 5ED
Spanish Lakes
St. Lucie County Florida
MODEL:
REAR
PORCH
RiGHT
Post Light with O
Photo cell I
Center Post Light °
between driveways
Ballard on this sheet
G
Wire For
Front Post
Light
Date Drawn ; Revisions : Sheet Comm 4
4-25-14 10-18-Ire Product
Drawn bg: Approval Revision -
C.C.L1. 15 -15 9
Checked by:
D.R.S. OF 5
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRU55E5 ARE TO BE 5ET
AT 2'-O: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
AAA
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span
0 degrees Spreader Bar
or less
—1/2—►
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss le an example, your truss may not match.
nsist crane operator sets truss this way.
Iraq f_Approx 2/3 to_�
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is an example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed. Q
AI FR HAIV E=> I IE=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.
Carrying Girder
_For__Trusslo-Truss— _
Connections see Te
hanger/connectorbe as
de tabs oschedule in engineering nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
CORNER DETAIL
OWERHANGS ,
tit
12
4.00 I
2 2.00 8�
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH u A
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
I
15'-3"
I I I I I
I
1=1=1
1111MIMIMIO
\\\\I
III
`\\\`i\\XINA
®
it
t`
INVERTED "V" WEBS AT CENTER
W/9' B,C, PANNEL. LOAD W/ (2)
4:�
11110
'Nil
�I®I®WN
41
GRA
WMI
The Architect's or -Architect's repreaentati,
Shop drawing approva
The contra"doubctor l is NOT a
for h o/ the Contractor.
Char shall remain responsible
G, other construchbltl measurement- and
approvalcos
n criteria. Architect's
review of tru Sgeneral rofoshape
structure fro strapping. and loading�on
avi antl uplif to their s ads antl
r e locatfo $,
l� Approvetl By: 2
.e Brad ----- _
aden A.I.A. P.
FABRICATION AGREEMENT'
;TNUSSES CANNOTSE STARTED uNTIL THIS AORE�MMEiVT 18 SIGNED i RETURNED
.fie legal description of the property where the busses will lie Installed Sd Is:
The Igide gns odgea and agrees:
•' !. Truaeea willbe made In strict accordance with this Was Placement dlagrsm la
P'fllfht. n Me moleauthotltyfor datennlNng successful fabrication of Me Weses. rod'
i, Ndellf written noticermemilons inhk ut have been Verified by the undersigned.
days of daAvs the and prodded by osrUAed mall to Chambers Truss within ten (70)
ry erdpned agrees Mat no bactdharges will bs allowed. In Ms event
' each walttert notice b tumlehed Chambers Trues ahe0 have three (3) bueyiese days In wAdeh
' to be7g}itneropaUs rogcrad, or to subetlbde other Waeee, et Chambers op ,:',4dThe�eblb bs'�he.h�u�p,"area"Iptof'BCSIt-09'amaproryehaetbyl'PliWrpq, .
de�hlery. Chambers Truro here rite solal�"r".ro"�bAlty Po make the job she sldfabte for .
Pditldn of thejob alto for tleMery, Chamber TiltyrhraroadaMoAlaf a Iroaoons�6lbin11rwa�e job site oy e
n m pm mpn 7 below b subject to ofs- s S am .
A 560 per holafe far revlstone maybe charged by Chambers Tngis are. made la
la a PURCHASE ORDER to Chami ers.Tnsts of Me sum agreed to, or U n
t. roasodable prise. Invoke will be made on deMery and paid within terms of nej
'fabrics brics may be made at scheduled date bf delkrory If buyer carrot accept
'febdeated busies, The undersigned agrees b pay Chaldbers.Tr cannot
not m able
os
tea for colfetYlbne N avant of Paymnsent not timtimelymade. '-1/2 % per month service
be added for all sums not paid within tee,
lure or bdtlaIs anywhere on this sheet conatautaa agreement la ell tannsherok.
180Y gtion M Chambers Trues extendlrhg tveifR for Mls material the undersigned
Tm guarantee payment when due of any and all Indebtedness owed to
Truss by arty entity receiving material and the undersigned agrees to pay such
ss mdud4hp attomeya Test. If default in psymeM Tor matarlel be made by the
i award of any AAgation concaming this sWeamant, the items fuml6hed hereunder
s:0=nd to hersln, the. partle agree that the Bole venue (or any such action will
de Cou d 1 Fbrka.
n responslbordes are Per "National Standard And Recommended Guideline
(Iles For Construction Using Metal Plate Connected Wood Trustee e On
TCA 4 -2002- .
-111T—r. 4~.QPl-1'VS'ID pmvmtiJ,...�rt OWOM.
r
ANliltlple ply trusses must be fastened together per engineering
4"fors they are Sef, failure to do so can result.ln roof collapse.'
i oji llorary and Permanent bracing are required and can save life
fgnd property and Is the responsibility of the truss erector.
tlydy the contents of the In packet Included on delivery
Ar
y3
,,,,,;t,•�, before setting trusses.
axe'?Thmaeemustbesetandbracedp rrdeslpmt�preye/ity yyg
-r Trusses crust bs set plumb and square
Do riot list bunks or stack of plywood, roofing material or any
other cAeontrated loads on trusses, this can cause collapse.
iDO NOT SET TRUSSES USING THIS LAYOUT
-i IQO I avni rr nut nn,ne -.
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plerce; Florida 34982.6423
- # " 800-551-5932
1r"1'4tPierce 772.4tib-2o12 Fax M-46"711
:'V9FoBeach 772-569.2012 Stuart • 772-286-3302
I "-4N, Web Sitae CHAMBERSTRUSS.COM
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Forr)e Resisting
..
0
i
Roofing Material Shingle or ShaKe
E
Loading in PSF Roof R.D.L.
Top Chord Live 20
I
Top Chord Dead 7 4.2
w `I0
o
Bottom Chord Live 10 Non -Concurrent
c
Bottom Chord Dead 10 3
`16I
I
TOTAL Load 37 7.2
Y
Duration Factor 1.25
o
L
Wind Speed 165mph
01.2
(a
Top Chord C.B. Sheeting by builder.
tis
cA
Bottom Chord C.B. Sheeting by builder.
~�
Highest Mean Height 15'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L=Restrainin Dead Load C.B =Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
4
Design Criteria is the responsibility of the
Fit ildin Desi ner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
W82
total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_&_A/1/S_/j_
Date:10/07/15 Revised:10/15/15
INDICATES LOAD BEARING 1 14'-4" 6'-4" 21 1 14-4" ''—_ ''—_`�.0 `�—`_ 1 g-4" 1 14-4 1 �// FOR
--_ 14'4" I `++♦ WYNNE BUILDING CORP.
REQUIRED BY TRUSSES `�� DESCRIPTION:
SUPPLIED BY BUILDER i CLOUZSED AREAS ARE OF
ABOVEAT A EFNIIS ED FLOOR PORCH RIGHT .0J CHECK EAL D CA RE FUL NCEN LY &UST MAY IF I E PORCH LEFT 71' CARLTON 3BED REAR PORCH
1` INDICATE DEVIATION FROM � PAGE 1 of CUSTOMER INITIALS EACH PAGE
,_.ZLANS., 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 73 9&3