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HomeMy WebLinkAboutBUILDING SITE PLANSa_:s.cw+ecai�l_�
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
2Lod a. 5v crimp metal roofing attached to plywood deck using #9 x 1.54
wo
g screws with self scalingwasher at 12" o.c. max spacing over AS
TM D
ftgpe 2) 30 lb Pelt underlament installed with min. 4' side laps and C end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach
�..I+ 4n f�uaua umnn �4 M�6,n�n4 A.+ , nn *Iw. .6..k
b/ tv r.nicK cur. coral J� cvrai I ini5nr:u a6ur-r-v uanus
finished stucco bands RIGHT ELEVATION
SCALE: 1/4' = 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofin FL 011451.12
6 ca. 5v crimp metal roofina attached to aluwood deck using #9 x 1.5"
woos screws wirn sen
searing wasner as i.c
O.C. max spacing
over A7 i ri u
(type 2) 30 lb felt
underlagment installed
with min. 4 aide
laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25"
ring shank nails
spaced 6 o.c. at all
laps and two staggered rows 12 o.c.
in field. Attach
deck to trusses using
attachment detail on
this sheet
e
12
4 1 SLOPE
M
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crmb 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 V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all Ispa and two staggered rows 12' o.c. in field. Attach
dpeck to trusses usina attachment detail on this sheet
. 1 V 4I11YN { UY 4VI NI sT.uccv an T.ypicai cvncreT.a
finished stucco bands block construction
ELEVATION NOTES: REAR ELEVATION SCALE: 1/4' - II
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
- Roof pitch at -4.12 unless otherwise noted
- Ang changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands into Window or Door.
12
4 1 SLOPE
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 L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
MM=03
1 �vz -- 0/ 5-�
ST. LUCIE COUNTY BUILDING D VISIO
REVIEWED FOR COMPLIAI C ,t,
REVIEWED BY
DATE 2 /-
PLANS AND PERMIT MUSTIBE KEPT ON JOB
SITE OR NO INSPECTION(S) WILL BE MADE
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSP°CTORS THAT
MAY BE NECESSARY IN ¢RDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSi61LITY OF THE
CONTRACTOR OF RECORD.
/8" thick x 8"w cut
?ral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using ed nails. Substrate
to be 19/32" CDX Plgwood nailed at C o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
1z° ,
12" 2„
12 5/8" thick x 8"w cut 5/8" thick x 8"w cut
■ coral
5/8" finished stucco bands ❑ coral finished stucco bands ❑ �,
3
t light 1191 h1ck gh textured ED
stucco on typical concrete
block construction
era a Finished Floor
= Fin ed Floor------------------------------------------------------------- —0'-4" A.F.F. 5/8" thick light textured
stucco on typical concrete
block construction
LEFT ELEVATION FRONT ELEVATION
SCALE: 1/4' - 1'-0'
SCALE: I/4" = H—O`
2' x 4" top plate I ' 1/2" drgwall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at 14" o.c.
base —board 11 11 / 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
OxO #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non-Bearino Partition
Braden E Braden AIA, PA
Architects - Planners
41-1 S.E. Coconut Avenue
Tel (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
s
Wynne Building Corp.
The Grand C
S anish Lakes
5%. Lucie County Florida
121,
5/8" thick x 8"w cut
coral finished stucco bands
Finish Columns with
5/8" thick cut coral
finished stucco bands
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: 6th Edition and ASCE 1-10 for Wind Loading
Suildt Design Ia: Enclosed Risk Category. II Wind Velocitg: IL5 mph ultimate
Mean RRod Height: II'—O• Rod Pitch: +12
Internal Pressure Coefficient- t t)-ia
€
Subjectabihtg to damage from: Weathering: Negligible Termites: Vera Heayu
Width of End Zone. V-4' Wind Speed mph ultimate
Wind Exposure Classification: C 1.21 x O.L 0.72E
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O4WL
Components t Cladding Wind Pressure (NET) Rod Zone: I. +20A/- 2.L pal
R000f Zoe: 3. +30.4/-8 f.0 Pat
W
Components i Cladding Wall End Zone Width: '-4'
Components E 171 Cladding Wind Pressure (NET) all Zone. 4. +35.8/-38.1 pal
= R
0 Rod Zone I
Wall Zone: 5. +35.8/-41.8 pal
WeZone 4
Components t Cladding Wind Pressure (NET) on Garage Docr:+32.0/-40.3psf
Shear Walls Considered for Structure? Yes
m = Rod Zone 2
Continuous Load Path Provided? YYam�ss
Walls Zone 5
Are Components an Cladding Ds>:T Provided? Yes
END ZONE
Minimum Soil Searing Pressiee: 500pm, Presumptive: X B Test: psi
8EE ROOUCT AP ROYAL F R tM ACT P O ECTION F R O E INGS
= Corner Zones
Rod Zane 3
ROOF LIVE LOAD: S1 pd ROOF DEAD LOAD: 10 pal
SC,AtV
FLOOR LIVE LOAD: —O— pef FLOOR DEAD LOAD: 10 pat
St eC -
DD�U�®U
JOB A RESS: \� b� � my
ARA
arlton I G LEFT E
)ate Drawn
5-23-18
Drawn by:
C.C.U.
Checked by:
D.R.B.
Revisions :
5-23-I8 Smoke detector revision
Sheet I Comm #
12-2,
B
OF 5
FLOOR PLAN
II CRASH LOST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.S.
I. Contractor to verif ALL notes and dimensions prior to
(� p
high by 4" diameter
steel
steel crash post. Floor
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts into
slab c3/s"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
`
4. No dissimilar metals to touch.
2%2" �"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
�" 2"
ALL Concrete used for vertical filled cells, cant. tie beams etc.. to
m
°
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
bottom
"3/a" 2%"
4'
6. Drywall at ceilings shall be leveled and attached to chord
2 i/2„
of trusses with screws per FBC R102.3.5.
° o
1.
ALL wood in contact with concrete shall be pressure treated.
8.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
h"
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 T-8" wide door at one bathroom for
handicap accessibility requirements.
°
h"
12.
Lowest finished floor to be set bg Governing Building Department
6
surveyor to set in field.
13.
Separation between residence and garage shall be per FBC R302.6
14.
Door between garage and residence shall be 1-3/4"t 20 min. rated door
w.H. = Water Heater
15.
Wall and Ceiling shall have a flame -spread classification of not greater than 200 per
FBC R302.9.1
16.
Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
11.
All ex osed attic Insulation materials installed on attic floors shall have a critical radiant I' x V P.T. Buck nailed to Masonry Beam
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
block with cane hardened nim
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachmen
18.
- edition
with F.B.C.0 3 16 see permit infobox of code
p
Gm board material shall conform to ASTM C36, C19, C415, C514, C630, C 3
C1396 be
,.
CdriI C1002, C1041,0111, C1118, C1218, C1395, or and shall Installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
d fasteners
Nail stun Dons for
g
installation of drywall into
Spacing
Maximum
wood framing members
2" x inn. thickness
Nails
Screws
Ceiling
Perpendicular
24'
-1"
12'
13ga 1 3/8" long with 19/1,4" head
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
�2
OR
Wolfs
Either
IL"
8n
IL"
0.080" di 15/8" long with
Direction
15/L4" head
OR
Gypaum board nail 0.084' dia.
x 1 2 with 9 32" head.
Ceding
Perpendicuar
24"
1"
12'
13ga 1 5/8" long with 19/L4" head
OR
0.098" diameter x 1 3/8' long
annular -ringed or Ld coder nail
�e
OR
Walls
Either
IL"
8"
149
0.092" dia. xx I 'I/8" long with
Direction
I/4' head
OR
Ggpsum board nail 0.0915" dia.
x 1 1/8" with 19/44" head.
Install SGD thru buck into
block with 3/IL" tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3/I6" tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20' o.c. max
thereafter at sill per product apprc
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance wit fi ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gidf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
2L gga. 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" and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
:Paced 4"
oc. at all laps and two eta
ggored rows 12 o.c. in field. Attach
dpeck to trusses using attachment detal on this sheet \
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 11/2' nails
f 24" o.c.) W
Dicing Max.
1810lbs. u ift
Aluminum Drip
Edge !Fascia
2" x L" Sub -Fascia
Kagean full o vent virwil sdfit i
usingI/6' dia shank x 5' long
roong nods with 3/8' de. heed
product approval - wa chart sl
5/8' thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap
at each filled cell
Grade
12
PRE -a N24"INETRUSSES
4
o c.RTYPICAED L
(shop drawings by manufacturer)
R-30 blown fiberglass
in bottom chord of trusses
/2' drgmall with smooth finnh
Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
led
recast hntel filled with concrete and (1) #5
Car
cont. for bottom row over openings
sl
1/2" drilwall over i" x furringg
strips dt IL" o.c. with I rr-fal
insulation
on typical 8' Block walls
All drywall to be installed per FBC R102.3.1
T
and shall meet all pertaining ASTM codes.
au
Mortar to be Type 'M'
onlyg proportioned per FBC R601.1
and Mortar Jonts shall
compiy with FBC RL01.2.1.
Provide Dur-O-Rock at all wet areas (e)c showers, tuba etc...)
Fill cell with concrete and
(I) #5 bar vert. (typical).
Max. spacing shall not exceed
It
Wood
48" unless otherwise noted
see foundation plan notes for
Baas
spacing at openings
4" concrete slab with fibermeA OR
VxL' #10/10 WWM on L mill Visqueen over
clean compacted termite treated fill
I III �T III ��1= ail
- 14" x 14" Concrete footing
+4 with (2) #5 bars cont. and #5
TYPICAL SECTION transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
Head
fixed door
sliding door
11/2" i
AREA CALCULATIONS
Living A/C = 1444 sq. ft.
Front Porch = 141 sq. ft.
Rear Porch = 200 sq, ft.
Garage = 321 sq. ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,568
2" VTR
AL
I
I
1
21' VTR
Masterr��
Bath ko
2' VTR12"1Sher.III IIN.w.c.2 sit*.
3
C.O. To aeptrc
PLUMBING RISER
I" x V P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wall
Bottom Trac Typical Flooring
Sill Install SGD thru buck into
block with 3/I4" tap -con with
Sliding D 001" De
a I I I penetration at L" max.
fromom each corner and 20.." o.c. max
At Masonry Wall NTS thereafter at jambs per product approval Jamb
Window Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
I.
4'-5ia"x 5'-3ie
54ie'X i3i4"
Single Hung
ZONE 4
2"
L'-2Ye"x V-3 ia"
15" x 1.3 i4"
Single Hung
ZONE 4
3.
'-2' x 3'-2 1/2s
21 i2"x 38 ia'
Single Hung
ZONE 4
4.
4'-5%a"x 4*-2!/a"
54%"x ll Ya"
I Single Hung
I 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 bg contractor
With manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-O" X it -Of
loss x 84'
Overhead Garage ocim
ZONE 4
B
3'-O" X 6'-8"
41'/;x 83%"
Fiber lau Panel - Inswing
ZONE 4
C
L"-O" X L'-e'
If x 81 �2" ;e..
Sliding Glass Door
I ZONE 4
D
2'-On X 6'-80
Solid Core - Wood - L-Panel -Bi-Fold Finished
24' x 81 i2"
E
2'-6' X illI
Solid Core - Wood - I. -Panel
F
5'-0s X 110
Solid Core - Wood - L-Panel - Bi-Fold
G
2'-8" x i'-8' x 1 %;'
Solid Core Wood, Steel, or Masonme Door
H
2'-8' X i'-e"
Solid Core - Wood - i-Panel
J
X-L" X V-e"
Solid Core - Wood - i-Panel - Bi-Fold
K
X-8" X III
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet #1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
EGRESS
1r-81,
N
I
�
e
MASTER
U;=
BEDROOM
Iaor6
V-O" A.F.F.
Flat Ceiling
�� ifajIRV
0
T
N
O
I
�
u
iv
"
F
C3
Vonl
Dryer
throu
all wail
Z
I
2" fille
o
A/C
if
Meter
Rod !'ShL, ,telf
Ia Y2 �hto 6a
is iI�
J
CLO E I�
I gc
I
Rod t
15helf I
e"
I DW-�
- ~
4
SATH
~
_
o
I ,
KITCHEN
I
N
'-O" A.F.F. i
8F
O
-
lat Ceding
Upper cabinets to
ext nd over Roqryt..��
O[Vex',
67
""I
liel-V'ait
400 Steel Bayard \
sae detail o� .tbiaLibaa:Y.
22' x 54'
Provide auto I At�kAcc ss
closer _ _ W
150 Amp
P nei
GARAGE
° O JIIII A.F.F.
Flat Ceding
�-y O
O N
3
i 1 Block wall in
`r I glare to be
struck block
O I I
T I I
3'-51,
Install windows thru buck into
block with 3/I0 tap -con with
1 1/2" penetration at V o.c. max.
from each corner and 20." o.c. max
thereafter at ,iambs and 20' o.c. max.
Exterior face at head and an per product approval
of wall -\ / \ Buck to be r x 4' PT
12" x 12" Concrete column /
block filled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
W I
8'-O" to19'-8' A.F.F..F.F
IRV Vaulted Ceiling
ing
GR IAT
ROM
I
I
I
I
:r
I N
x L" knee -wall e' O" to 9'-8" A.F.F.
Ku counter top I Vaulted Ceiling
I DINING
rs�;Fb I ROOM
I
♦♦ I vanity to be
34 Y2"high
Ir -O 3/4"
High wall
I
�_��22n _ N
er-fiang - -
9
14 ® o
„
w
�I
F ul
30l
g
I
22" _
m
1
81-I1,
3ATH
t Shelf
Flat Ceding
SECOND
BEDROOM
�L °
I
0-
EGRESS
s r Il'■ IZ
O
12" x 12" concrete
PORCH with con rate and (2)
into lintels
91-0. 3,-5" 2'-8" 2'-8"
15'-101,
3'-41,
Exterior face
11
I I 3,-I"
block filled
•s Vert. t1*6 Ip
L" 4n s
Attach buck to block wall with
1/4" dia. Eleo cone screws with min.
1 1/4" penetration at 12' o.c. max
and 4' max from each corner thru
2" x L" PT Buck
2
m
I"x4' P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT V_#e Wood screws thru Iamb into buck
lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and
Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment
INSTALLATION
NTS NTS
Braden It Braden AIA, PA W nne Building Corp' Date Drawn Revisions : Sheet
Architects - Planners 5-23-18 5-23-18 Smoke detector revision
41-1 S.E. Coconut Avenue GARAGE Drawn bg:
Tel : (112) 281-8258 The Grand Carlton LEFT C.C.U. 2.
Fax : (112) 281-8283 $ anish Lakes Checked bg
E-mad: bradenaiascomcast.net S " Lucie County Florida D.R.B. OF 5
Stuart. FL S499L #AAC000032
Comm #
12-2�
B
.7 I >< U l� I U rlKs /� I— IN U I >= J:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSi OR 4,000 PSI GROUT MiX AT 28 DAYS
3. POISON SOIL AND COVER W/ L 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 96% 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.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATION FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -Ili, E
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
11. ALL DOWELS. SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRiOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. 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....
g. Contractor to provide filled cell with concrete and I US bar vert. at 48"
o.c. max. Provide (1) filled cell on each side Of openings up to 8'-11" wide.
Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1"
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)
(e. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade LO, meeting ASTM A -IL and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
30' overlap EE TYPICAL with concrete and
at each filled cellECTIONS one #5 bar continuous
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
_I I III I I I I_ 14'w x 14"d concrete monolithic
footI g with (2) #5 bars cant.
14"
TYPICAL FOOTING DETAIL
S,CdI_C 1/2" — V—n"
4" concrete slab with fibermesh OR
6 xb 410/10 WWM on 10 mill Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
o foundation plan
10" (2) #5 bars cont. bottom steal
12"
DETAIL AT GARAGE STEPDOWN
gr`AI r- I/7" = I'—n"
12' x 12' concrete column
block filled with concrete
and (2) Al bars vert. tied
into lintels above
Top of footer
16' below finished floor
Verifg house slab
height in field
H r I 30
COLUMN FOOTING DETAIL
77
30"x3O"AC' concrete
column footing with (4)
45 bars each wag
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical sod treatment
area shall be re -treated with a chemical sal treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4' concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
fill
#5 bar vert. w/
30" overlap
at each filled cell EE TYPICAL
ECTIONS
Adjust curb height
based on gar. floor 4' concrete slab with fibermesh OR
slope. VxV #10/10 WWM on 10 mil Visqueen over
#5 bar in curb clean compacted/termite treated fill
'*� \4 n,-n a p p &i\
y�-
er - c ' I Ili a How x 140d concrete monolithic
footing with (2) #5 bars cant.
14"
52 GARAGE CURB DETAIL
2" x 6" 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 #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
O §
4
Sinale Filled Cell Column
NTS
Filled Cell Masonry Column With One
45 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
Braden it Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
9B E-mail: bradenaiascomcast.net
- " -
0 34'-0
20'-0"
10'-0"
PATIO/SLAB
—
DII O°
-------
F ------ 9 8 t, I J
° I
©I O Filled cell under
I I girder above
24" I � _ I °
Rear Patio/Slab - I
I r J to be poured separate� lu ®I O
from the house slab.
I o I
I Thicken footing to
24"w x 14"d x 24"L I I
Fl under filled cell I n
under girder bearing. L Q— — ° ° 10° °
— — — — — - °
m I Rear Patio/Slab to I
U w be flush with bottom of °
0 o
I sliding door recess. i
= I Slope 1/2' Ii-
° I I;-
I�-
I I �-
I II°
I
H.B. I I
I � 4" concrete slab with fiber ash OR I °
Cx6" 1110/10 WWM on 6 mil V squeen over
clean compacted termite treated fill I
I _ i
°
° I
I I
°
3'-5
Wcunne Building Corp.
The Grand C
Spanish Lakes
St. Lucie County Florida
1 - 0 0
_ 1
------- w.H I I
4'4 Steel Ballard FI I
filled w/ Concrete® I ��—u121
I
moo= I I �301 I
IFQIdI I °
Etv I I I
!,a I L—
rL'' I
°
-0 Ell
w \
`u O �
N fll -----J °
#J W I o
:a IL
X O
O i o
0
to
Recess for ----� r--`� �I l
Garage boor
9'-O"
— — — ° — — — — — — — — — °
4rttllle
12" x 12" concrete column bld (2) #'f bars
into lintels above
FOOTING
SCHEDULE
Mark
sass
Description
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30' x 16'D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x e"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 1400
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB s O'-OR
Date Drawn Revision& :
5-23-18 5-23-18 Smoke detector revision
r l t on GARAGE LEFT Drawn bg:
c.c.U.
Checked bg:
D.R.B.
Sheet Comm #
31 12-2,
B
OF 5
Provide #S bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel.
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
Strays trues to wall
using Simpson MGT with
Simpson
HETA 20
5/8dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
either wet set or in epoxy with
nails into truss. Add blocking to
ri
( 24 o.c.)
supporting Max.
truss leg
per detail
on this sheet
A 20
MET1810
lbs. uplift
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = Sd ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws bas d on ressp re for roof stated
in permit info box on t�iese pans for zone 3
Ke
Area
Edge
Field
Fastener
Max.
Zone I
6
8d ring shank
45 psf
Zone 2
L"
8d ring shank
16 par
Zone 3
8d ring shank
84 psf
** Zone 3a
L"
L"
#8 wood screw
112.5 par
** Use nails or s4rews based on res$ure for r of stated
in permit Info box on these plgns for zone
Concrete
/ Lintel
Column
1. Verify with Plan
Rebar 48 Bar Dia.
Min. Overlap
Provide Cost -Crete =
8U8-OB/OT precast -
lintel sit in mortar Min. 8' Bearing
i
{
l �I
Provide PT Buck
attached per jamb j,'•'j
letails into filled cal
4' Pre -cast
sills
Filled Cell
Provide 85 bars with min. 48 bar
,ilZtere overlap m Pilled cell. Tie
Pled cell steel into continuous
factor steel.
;�''` y,: ;.' •`ti,� :.. ;`. Concrete Footing
.: 1;•.'Y.:.':,':.. , a.. ,:':'-`.;,i; .,''ti:'• ' (see tooter schedule
�., . r. --....,.:fir.: .: ,: .: �.i..; •.r•.-.... - for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: I/2" = I'-O"
\\
12"x 12"
lumn Block
Rebar
to Lintel Attachment
BEAM SCHEDULE
Mark Size and Description
Two rows of beam block filled with concrete and 1 #5 bar
BI continuous in each row. Hook vert. bar over top bar with
#5 90e bend bar with a 10e min. lap at top bar.
SINGLE PLY REAR GIRDER TRUSS
Neil 2' x 4' bloelunp to vert. leg of
truss with IOd x 1.5 nails at 4' o c.
II Simpson MGT into wall using
dia. threaded rd, whet on. 12'
not beam and (2) IOd rile into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS I I
1/8' thick light textured stucco installed per
ASTM C 92L over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tgpe 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Pigwood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supplg and MFG Sy Crimp Metal roofing FL #111#51.12
21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5'
wood screws with salt sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 ado laps and V and
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.e. in field. Attach
deck to trusses using attachment detail on this sheet
AddiUarid Precast Lintel ri rr u u
#5 hers Lintel Bar Clear A B
' • 1. ,ti , V, , roll
CLEARength Length Span Bars Bars
12'-10" T-8" 1'-6"2,43 none
3'-6" 3'-4" 2'-2" 2 tt3 none
8Fs-ODAT 8Fa-M/IT OF8-10/2T
_Additional 4'-0" V-10" 2'-8" 2A3 none
CLEA .. 45 bars .F` j F 4'-4" 3'-2" 2,#3 none
;•L=: ) me Rau of H
Block Above tir'e 5'-4" 5'-2" 4'-O" 2,#3 none
,}•,, ztn 5'-10" 5'-8" 4'-6" 2,#4 none
recast Lintel r '• ;i3`
Additiaml '� 1 6'-6" 6'-4" 5'-4" 2 #4 none
y----� 45 bars �r
7 -6" T-O" 6'-2" 2,45 none
vu-im/rr OFI6-BS/2T e'-4" 1'-10" 7'-O" 2,#5 none
NOTES:
I. min, coverage of steel-1.5"
2. miss bearing required a ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A1.15
TYPICAL LINTEL SECTION
If PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
or
SaonCee I
�ast-C=6
Rom
"HT`
Alai
Steer
ass
s�
Maw
Lck oad ll
Maw
�
Mew
Lateral
L22
2'-2'
3'-4'
911119-OIS/IT
I
as
3061
EL4
1024
131
;
3'-N
T-O-
iF9-Od/IT
I
i6
26LI
13L3
1L3
L45
4'-6'
W-10'
8100-08/1r
1
s6
IIO6
404
334
L60
6'-0e
L'-L"
sFs-OD/IT
1
$6
1230
ON
121
LLO
L'-8'
11-C
spe-OB/IT
I
as
Ion
121
634
Lao
s'-Os
V-44
OP6-18/2T
1
i6
2
95
152
541
512
L40
T-O'
XV-0
sFs-I8/2T
I
si
2
si
643
530
401
L405
4'-O"
10'-4'
OFIL-I5/2T
ONE
1
s6
2
85
oss
ass
401
LIOO
W-0"
W-4"
OF9-M/2T
I
a
2
86
592
4"
462
LIQOB
MY-O'
W-4'
SPIL-I5/2T
ONE
1
85
2
1 si
1 1UA
1028
452
L120
12'-0'
W-4'
BP9-M/2T
1
s5
2
1 $5
1 411
424
$24
L1208
12'-0"
IS'-4'
ONL-IS/2T
ONE
1
#6
2
1 86
1016
110
1 324
U40
W-0'
E'-4'
OFK-IB/2T
ONE
I
#5
2
1 86
1250
1,04
1 2B4
LILO
III
IT-4"
sFO-16/2T
I
OF
300
M2
144
LKOS
IL'-o'
n'-4"
I VIA-Id/2T
ONE
I
ST
no
BOO
144
- 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.
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2' nails —
( 24' o.c.) suppporting May.
18101ba. uplft
Aluminum Drip
Edge t Fascia
12"
2' x L'
Kaycan fall o vent vinW sa fit installed
using 1/8dia sheik X 5' long galv.
roaring nails with 3/a' da. head per
product approval -wise chat sheet #1
12' x 12' concrete column
black filled with concrete
and (2) #1 bars vert. tie
into lintels above
thicken edge to 8"xO"
with concrete and
one #5 bar continuous,
BEYOND
To of tooter
IL" below finished floor
12
4
1/2'
Aluminum Drip
Edge E Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) 10d I
at each web �`•., \
on 3/8' hi-mb lath
ntd and vertical ai
3/4' penetration
members
5/8" thick light textured
stucco on tgpical concrete
block construction
Varies - see plan
#5 bar vart. w/
30' 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
7777 IIII III IIII IIII IIII IIII IIII
;IIII—IIII III _: ;;':.=.�,.. •,� �..;.� IIII—IIII IIII IIII IIII=
TlUblcal
Brace Gable and
with 2" x 4' SYP #2
Oft back nailed to bottom
of top chords using (2) 10d
nails at each truss
'RE -ENGINEERED WOOD TRUSSES
e 2480.c. TYPICAL
( shop drawings bg manufacturer )
to
� X
O� rn
N
Hfo'C L
n
2s a ui
ti
d O
too
T) —
o
tCD
V
n
�C
Q
L
W
EUIC
Brace Gable and
with 2" x 4" SYP #2 min.
oft back nailed to bottom —
or top chords using (2) IOd
nails at each truss
' \R-30 blown fiberglass
in bottom chord oP trusses
I/2' drgwall with smooth finish
Two rows of beam block filled with concrete
end (1) #5 bar Cont. in each row. Substitute
Car
lintel filled with concrete and (1) #5
bar cunt. for bottom row over openings
1/2" drywall over Is x furring
strips af. IL' o.c. with R4.1 fir -foil
insulation on typical 8' Block walls
All drywall to be installed per FBC R902.3.1
i and shall meet all pertaining ASTM codes.
au Mortar to be Tgpe "M" on lg proportioned Der FBC R601.1
and Mortar joints shall coin'l% with FBC LO1.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...)
Fill cell with controls and O O
(D #5 bar veil. (tgpicaD.
'Max sapacing shall not exceed
48" unless otherwise noted
Wood "acfond tion Alas notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spg / 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
/ VxL' #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
L
T2;
re,
L4,
WZ4A WE
FAA
rAJ
SWAN"AA11
IIIFA
11MWOVACAME
•11
Ar
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11
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wal
I�
01
1-i
I
--
Nelms
W09i
Em
11
—� IIII=IIII ,IIII=
�IIII��llll11�i-
14" �1
S&ctlon at Front Porc
Scale
: I/2" = V—O"
Braden t
Braden AIA, PA
Architects - Planners
-411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax
(112) 281-8283
E-mail:
bradenataecomcast.net
FLAN
C4
w
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X
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n
43
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In R 1-
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.L
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 VERIFICATION
CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Wynne Building Corp. Date Drawn Revisions : Sheet
GARAGE 5-23-18 5-23-18 Smoke detector revision
The Grand Carlton LEFT The
by:
C.C.U. -
Spanish Lakes Checked bg:
St. Lucie County Florida D.R.B. OF 5
Comm #
12-2,
OPTIONAL
PANEL
"A"
Poles
SR
Load
Wire
Description
circa
crew
Description
Wire
Load
BR
Piles
2
40
1.0 kw
#8
A/C camp
1
2
AHII
810
3.5 kw
30
2
3
4
2
30
4.5 ke
who
40 gal. water HTR
5
i
Range
#L
12.0 km
50
2
l
a
1
20
1.8 kw
art
Pump
9
10
Dr er
810
5.0 ke
30
2
0
12
1
20
1.5 ke
#12
13
14
Dishwasher
812
1.2 ke
20
1
1
20
1.5 kw
#12
Microwave
Is
IL
Refrigerator
812
F2 ke
20
1
1
20
L5 lea
#12
kitchen S.A.C.
11
1 i8
Recepts
$12
-"
20
1
1
20
1.5 kw
#12
kitchen S.A.C.
19
20
Recepts
$12
--
20
1
1
20
L2 lee
012
Clothes Washer
21
22
Recepts
812
20
1
I
20
0.81 kw
#12
Garage Door Opener
23
24
Racapts
812
20
1
I
120
1.4 kw
$12
26
26
Recepts
$12
20
1
1
20
1.412 kw
812
21
28
Recepts
#12
20
1
1
20
#12
General Lighting
24
30
Recepts
812
20
1
1
20
812
General Lighting
31
32
Recepts
812
--
20
1
1
20
812
General Lighting
33
34
Exterior GFCI
$12
20
1
I
Zo
aIZ
General Lighting
36
U
Bathroom GPI
all
--
20
1
I
20
#I2
Smoke Detectors
31
38
General Lighting
#12
--
20
1
1
ZO
$12
Bathroom GPI
39
40
General Lighting
#12
--
20
1
8 are
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
at .
Watts
Total(Watta)
General Lighting (3 Waste aq, . ft.)
, Small, Appliance, Clrcwt(s) ........ ...................
Range.........................................................
Refrigerator .
. Microwave
........................................................
Dish Washer.
Clothes..Washer...............................................
Clothes„Dryer................................................
,Water. Heater .................................................
. Water. Pump. , .. , .. , .. ...............................
Garage. Poor. Opener ... ....................................
1135
3
5205
2
1,500
3,000
1
12,000
12,000
1
1,200
1.200
1
1500
1500
1
1,200
L200
1
1200
1200
1
6,000
5,000
1
4,500
14,500
1
1.800
1.800
I
810
1 810
Total Watts
31.415
First 10000 Watts e100%
1
10,000
10,000
Remainder 21.419 e40%
1
0
10.966
Electric Heat or A/C 10,000 e65%
1
10,000
10,000
Calculated Load
Watts
30.966
Volta a
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required!_150 Amps
Electrical S mbol Le end
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
e
Push Button Switch
Exhaust Ran
=9
Duplex Outlet
Ceiling Mounted Light
=0
I Special Receptacle
O-
Wall Mounted Light
n= ground faultcircuit
Light with Pull Chain (attic)
®
Fioar Duplex Outlet
©
Computer Connection Jack
M
Carbon Monmade Detector
4&
Flood Light
T
Thermostat
®
Electrical Pwiiel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
®
Telephone Jack
A m c
A/C Disconnect
®
I x 4 Florescent Lqht
®
2 x 4 Florescent Light
®I
Speaker Hook -Up
111
Intercom
163 CFM
IOAOxfr
MASTER
BEDROOM
10 CFM
IOAOx6
1` ` - _ _ ---
° B xx ,
CLOSE
.B.
PATIO/SLAB
12W2x9
EI/A I '
4 \ 1441 C M 1 onas
e
1201
Soffit A TI I
A 1H
El
Meter
L- - - - - - r- -
W.H.
32• x 64' a
I Attic
tic Access
150 Amp
Panel
GARAGE
r----------------- i
I I
I I
I I
I I
®= JUNCTION BOX TO SUPPORT A FAN � F.0 � A N I C A L L A )000'
O
O THERMOSTAT LOCATION
B/A = BALANCED AIR SCALE: 1/4" = 1'-0"
Electric Notes:
I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail
2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install
3. Contractor to verify location of electrical all items for a complete electrical system and provide all
service and provider. the requirements necessary for the equipment to be placed in
4. ALL paddle fans shall be on a rheostat. proper working order.
S. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.G. and
to. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall
1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility
8. AFCI receptacles are required in all rooms except and telephone company.
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively
sleeved 1n
10. A/C Refrr zC�nt lines that are run tfiru slabs must be grounded as required bg the latest edition of the N.E.C.
11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed bg a licensed electrical labels where applicable.
contractor, the completed system shall be fullg operative.
13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before
inspections including blower testing where required. ordering. The contractor shall provide circuit routings to
14. All p work shall be coordinated with other trades to avoid suit the job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the or as selected bg others.
duration of the work.
16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT
charge and shall include replacements or repair of any conduit.
other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMI502
Registers
ID idO 1
DINING
ROOM
'10F
I FM
ATH
1_ rnw
� I
COI gg
I Q I 1 212xA ;FM
L i
SECOND
BEDROOM
I
1 /A�
COVERED
PORCH
A/C disc.
LI-1
i5o
#2/0 Aluminum feed AMP
1140 Conduit PANEL
2' PVC (
2' rigid service PPL I to Bar;op ir
5 cont Mar in slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
H.B.
Vent thru
so -Fri ----
Braden E
Braden AIA, PA
Architects
- Planners
41-1
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Win GF
Install oule
under disc. Aor-
claritg not shown
A/C
Meter
OPTIONAL
PATIO/SLAB
i
,."Covered Fora%-,,
MASTER
BEDROOM WP GFCI ; I
\ I
eme
- - - - - Smoke / Carbon G R AT
Mono)ade Detector R O M
Combo
O I
S S I
c
I
GFCI _ I
-I -
16"
CLOSE
I
I II
GFCI I I I
J I I DINING
-�� GFCI I
t---• � ROOM
/ I: FC 1
GFCI GF I
OF FM ° � I
el
/i KITCHEN
I L------- -
81
/�4„ I 3'-2" 3'-2„ Nines F
/ C.M. Detector y
i R314p3r FBC
/ill r. e-1 / r.. ..�..
_ V /
GF GFCI '
41° GFCI / cc -------_
1 - •- IT, r
I lu I \
Attic Access Cente
i sieh 1ph►
t - J I I
150 Am F\�SEC090
Panel qOptional
Pull chain
panel location \
� \
\ \ light in attic
42" GFCI
GARAGE / FEB -of
Garage
Door /
Opener
I I \
WP GFCI
I I
I I I-1 `CSC H I
ELECTRICAL PLAN
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.I6 sq, ft. required
Provide A Continuous Vented Soffit
Wynne Building Corp.
The Grand Carlton
S anish Lakes
S . Lucie County Florida
SCALE: 1/4" = 1'-011
Post Photo cuI; ll " I
6'-3"
Date Drawn : Revisions :
GARAGE 5-23-18 5-23-I8 Smoke detector revision
LEFT Drawn by:
C.C.U.
Checked by:
D.R.B.
H.B.
Exhaust Duct
�Thru Soffit
a Wire For
Front Post
Light
Sheet Comm #
E -1 12-2�
B
OF 5
IF
,A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
15PAGING NOTE
LL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEER
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DF_TERMI
® ''IF MULTIPLE PLY.
DON'T LIFT TRUSSES
fH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
1 2
i g Line span ap ox.
REFER TO (BCSI
Truss must be set this wayif crane used.
Truss Is an example. your tNse'aay not match.
isist crane operator sets truss .this way.
30' to 60' Span
Spreader Bar
troy �_Approx 2/3 to—�
Line 1/2 of Span
REFER TO BCSI
uss must be set this way if crone used.
This is an example, truss may not match.
Insist crone operator sets truss this way.
I I
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
A 1 R 1-1 A N tL— E F2 N O T E
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS lL4AY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
UIREPRESENTS A HANGER
Carrying Girder- --
For Truss to Truss
Connections see
has er/connector
9 Nails must ho as
schedule in engineering Dome Guide"bit°
Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
M
u
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r__
00 $8-1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
n
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT'
TRIla9ma.:ANNOY I3m sTARYED Utdrn TFas AOR&mmmr q IaoN®a RmTURN®
The Wall desalpaon of the propillwhere the ineal we be Installed b: "
The tabattlgired
dddhb are asks sauWahorotaMy d agreall
iT.,10ries willmsaadace With h
fordela nift.succeaM kja'
m larout
. 2Ar dnhanakns h ads loyad hen tel veMaed bythe 1nMenlprbd.
.A Walls written scribe b grained by oaraaad mall to Chanbas Inns wadn ten (1D)
deyi of delrery the raMersgrned apses tut no bodtinhsrgw wit be allowed. -In the wart
repaka requbed. or to suchChsad>en Tnres shal blare tlrsa M blew days Into bol wtdcn
4. The anderslaned odav lsdpes' iaaelpta' d MM �4rC suremal mrs sheet'
"a Dalr«v lsto lob rote n le ens buysrs'raspOnsiti r to make tn.loa�.lro starbVli for
deAwry, t;iramb.r. Tnaa has ors sob amhomy to determine the sdbbaly sere job see for
This 'Etryar b r Job
of lDb addlfor = T� � beeVeness rsapaWds for dung deMay lady.
bek a job am
b riot prepared for dslvay b rid p firms Lea b rodaawr
&lYa li mpmsmb b Gunnbers Tons for tc^a'hu ww due b see kondMloo j °ice°.
a Me as shown Iq paragraph 7 bekw la simlec to drags Nary done" ae.made kj
IIdi.lkYarL A iaa per haurfee for tevbldm may be Merged by Chambers TnoL '
7: TNr la a PURCHASE ORDER to Chanben, Tons of are an agreed to, or If all
a reasonable prka. Invoke wit be made ondearay andgewlarhtemp j rreEbn delvay. Invoke may. be mods at scheduled date delwty t bryerkanrot akarery j fabrlcetruetes.The undenlprbd agrees b pay Gnanbas.Ttuss roasambbrdj paymardhoe tkrvsfyme& 11-12 %per month ser4w
10'
a Sig nQtra or haeb erryalraro on ads shsK corwilLo a agreement to el farm herein.
9,'In conekeratkn ofCh&rP Tnna lad credit for ado maarlal the urdaalpmd
unconditionawe teem Truss bysay � g Indarled and
� and al Indebtednessaginesto days k
uch
kWebtedmu Induding r1li rreys tees, M depot In uid for mind al be
a pry the
redPlerr� parlrnart for material ho made by the
'10. In tin want Of arY Itlgetiorn kooaardrg ale agree may, the hens Mnlshed hereunder
or refened , hash, dat paMea agree that do � veal for any such argon wit
hS Lila Cotmtr.FWka.
11. Design responaldllas am per"National Standard And Rahimmended Ouldeams On
Responsibilities For Corbbudion UsI g Metal plate Corroded Wood Trmees
ANsMVWTCA 4-2OOr
DATED_.—_-- _ , ' '<4 -
sloNEo ,
..AsNMaderbtrmWbaw"tidper'Ecsll-WiD pmvwti jtry8dlatlal
Multiple ply trusses must be fastened together per engineering
.before they are set; failure to do so can raliultin roof collapse.
Temporary and permanent bracing are required and can save We
and property and Is the responslbillfy of the Huss erector.
Study the contents of the Information packet Included on delivery
before setting bustt&s.
Tlueseemwtbeastandbracedperdttelprtopreverttljtsyadtrrl a
Trusses must be set plumb and square
Do notbat bunks or stack of plywood, roofing material or any
'other osltarentraisd loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
-usE LAYOUT DELNERED WITH TRusSEs TO SET TRUSSES
CHAMBER��S��TRUSS IN
/A\
n
i
-1-
3105 Oleander Avenue
Fort Plercei Florida 341182-U23
800-551-5932
Fort Plerce 7/2.48ti-2012 Fijr' •ri, c 11
Vero Beach ' 77-W9-20'luaueroe�st$tuaft
't ingl ehltP� t'a represantettve'a
rMe contra ohedh" af�th®dl 1p NOT a
for actor alydll mmin rert;aii".
other conking field maea ago angle
approval iructlon Criteriarements
re V. COVer3 generalOOf'C foe t s
hew of truss
structure fro strappin
m grav' g, and tea
their rty and o ding on
re/sy%�/ rive loc pllipft loads and
Approved 8y:.- / v J ns•
Date:
92.0/93.2 MITM 4.2
° $ Braden AJ.A. Rq
DESIGN CRITERIA
County
SPLINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
°>. _
S
Top Chord Live
20
ino
Top Chord Dead
7 4.2
= m
a
Bottom Chord Live
10 Non -Concurrent
Alex
E (71
w
Bottom Chord Dead
10 3
m
TOTAL Load
37 7-2
w
a
Duration Factor
1.25
cc
c
Wind Speed
165mph
v
R
Top Chord C.B.
Sheeting by builder.
m
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
W-0e
ci
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date:04/24/12 Revised:02/21/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
r
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 -z 53/(0
iy ToseAk