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HomeMy WebLinkAboutPLANGulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood dock using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V ox. stall 1eQ*_and two�staggered�rows 12` o.c. in field. Attach
fi,a L111CK ctorsi RIGHT ELEVATION
finished stuccoo bands
SCALE: I/4' - 1'-0'
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12
2t. 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
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
?aced L o.c. at all laps and two sta gered rows 12 o.c. in field. Attach
dpeck to trusses using attachment detai on this sheet
12
4 1 SLOPE,
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
2L 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
(tgpe 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
tspaced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach
to trusses uiuna attachment detal on this sheet
Ili
finished stucco bands .-�-
block construction
REAR ELEVATION
ELEVATION NOTES:
Overhangs at I'—O" unless otherwise noted on Roof Plan
Roof pitch at 4:12 unless otherwise noted
,Any 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.
o. 5/8" thick x 8"w cut
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
block construction
— Finished Floor — — — — — — — — — — — — ----------------------------------------------
LEFT ELEVATION
SCALE: 1/4'
SCALE. 1/4' - 1'-0"
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detail on this sheet
— C'
CODEcol
ST. LUCIE
I I
FILE COPY
/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 wing 8d nails. Substrate
to be 19/32" CDX Plywood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
'4 SLOPE
H. ®®®®
5/8" thick x 8% cut
coral finished stucco bands �• O
thick x 8"w cut
coral finished stucco bands
2" x 4" top plate 11
1/2" drgwall ceiling on truss bottom cord
I/2" drgwall on
x 4" studs at 14" o.c.
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATION
SCALE: 1/4' - r—O'
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: Lth Edition and ASCE 1-10 for Wind Loading
Building Design min Enclosed Risk Categor-yy.� II Wind Velocity: I65 mph ultimate
Mean Roof Height: s Rod Pitch: 4:12
Internal Pressure icient: *O-ia._
Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heayu
Width of Rod End Zone: 3'-4' Wind Speed: mph ultimate
Wind Exposure Classification: C 1.21 x O.L O.'12L
Adjustment factor for Exposure Height: A dear��nri
Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL: D.L +OAWL
Components t Cladding Wind Pressure (NET) Roil Zone: I. +2OA/-12A pal
Rod Zone: 2. +20.L/- 1.0 pat
Rod Zone: 3. +2OA/-S4.0 psf
Components t Cladding Wall End Zone Width. �� =Rod Zaie I
Camponerits E Cladding Wind Pressure (NET) Well Zorw: 6. +35 8% 41.8 pat Walk Zorn 4
Components t Cladding Wind Pressure (NET) on Garage Doa':+32.0/-40.31P61
Shear Wells Considered for Structure? Yes = Rod Zone 2
Continuous Load Path ProvidedI Wails Zone 5
Are Components an Cladding Detai s Provided? Yes END ZONE
base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure: O si. Presumptive: X B Test psi
—� SEE RODUC AP ROYAL F R IM A T P O ECTION F R O E INGS = Cornier Zonis
_ Rod Zane 3
4" concrete slab with fibermesh OR
Vxb' #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Interior Non —Bearing Partition
nts
ROOF LIVE LOAD: 3— pal ROOF DEAD LOAD: 10 psi
FLOOR LIVE LOAII Pat FLOOR DEAD LOAD: 10 psf
JOB ADDRESS: `--\
FLOOR
PLAN
CRASH POST DETAIL
"
TYPICAL NOTES: SCALE 1/4" = 1'-0
N.T.S.
I. Contractor to verify ALL notes and dimensions prior to
4" diameter
fiighel crash
steel
steh poet. Floor
proceeding with work.
Flange with 4 - 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
sxpansion bolts into
al ab (3/8"t 50 ksi steel plate)
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
`"
4. No dissimilar metals to touch.
2h" :2
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
o
/2"
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall be leveled to bottom chord
�° 2'y
4"
at ceilings shall and attached
2 ih
of trusses with screws per FBC R 10 A.0.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing Fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
Il. Contractor to Provide a 2'-8" wide door at one bathroom for
EE
h°handicap
accessibility requirements.
V
12. Lowest finished floor to be set bg Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.6
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
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 Ra02.9.2
11. All exposed attic insulation materials installed On attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
I' x V P.T. Buck
block with case han
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attacl
with F.B.C. R314 - see permit info box of code edition
18. G ppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931
C940, C1002, C1041,C1111, C1178, C1218, C1395, C1394 be
or and shall installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max spacing
Fasteners
Nail siren options for
g
drygwall into
Spacing
installation of
Nails
Screws
Maximum
wood framing members
2" x min. thickness
Ceding
Perpendicular
24"
1"
12'
13ga 1 3/8" long with 19/1.4" head
OR
0.098' diameter x 1 1/4" long
/2
annular -ringed or 5d cooler nail
OR
0.080" dia. xx 1 5/8" long with
Walls
Either
IL"
8"
IL"
Direction
15164' head
OR
Ggpsum board nail O.OSL" dia.
x 1 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8' long with 19/L4" head
0.098' diameter x 1 3/8' long
„
n
annular -ringed or Ld codnow?
0.092' dm.xx 1 1/8' long with
Walls
Either
IL"
8"
IL`
Direction
1/4' head
OR
Gypwm board nail 0.0915` dia.
x 1 1/8" with 19/44" head.
Install SGD thru buck into
block with 3/IL" tap -core 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/I1." tap -con with
1 1/2' penetration at V o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product aMro
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 the in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12
21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
spaced 4' o.c, at all laps and two staggered rows 12' o.c. in Preld. Attach
deck to trusses using attachment detail on this sheet k
Simpson H�uEThA� 20 or equal
hurt
(IO) lord xlei/2 `rurl:'ms 12
f 24" o c.) su porting Max "}
18101ba. uplirt
Aluminum Drip - e"
Edge ! Fascia
2` x V Sub -Fascia
ur�o 1/Baia vent
x 15''rwil 100,rot i
roogeq nails with 3/8' Am. hied
produce approval -see chat W
5/8' thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30' overlap
at each Pilled cell
Grade
si
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
(shop drawings by manufacturer)
\R-30 blown fiberglass
in bottom chord or trusses
-1/2' drymall moth smooth finish
Two rows of beam block filled with concrete
_and (1) #5 bar cont. in each row, substitute
precast lintel filled with concrete and (1) #5
bar cont. for bottom row over openings
1/2" drywall over 1' x f urring
strips nt IL" o.c. with R4.1 fi-foil
-insulation on typical 8" Block walls
All drywall to be installed per FBC R702.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type 'M" onlg proportioned per FBC R401.1
and Mortar Jonts shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...)
Fill cell with concrete and
(I) #5 bar vert. (typical).
'Max. spacing shall not exceed
484 unless otherwise noted
we foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
Vxl'" #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated fill
HIRWI
111
: l -III - 14` x 14" Concrete footing
140 with (2) #5 bars cant. and #5
it
T`' F I C A L S E C T I O transverse bar* at 48" o.c.
17 Scale : 1/2" = 1'-O"
to Masonry Beam
nails /
1
AREA CALCULATIONS
Living A/C = 1446 sq. ft.
Front Porch = 141 sq. ft.
Rear Porch = 200 sq. ft.
Garage = S21 sq. ft.
Total Under Roof= 2108 sq. ft.
Total Cubic Ft = 11,568
2' VTR
.X
I
I
I
21 vTR
Masterr�
Bath I
I
ILarv. I
a• I
I
40 1 2' VTR
I
I I
se:Lev.. 3' � I
Ka aa* I
I
Kitchen 2' I
I
I
Lev.
3'
w.o.
Bath #2 err.
3•
C.O. To 8epkc
PLUMBING, RiSER
I" x V P.T. Buck nailed to
block with case hardened nails
Head prior to door attachment \
fixed door
sliding door
Masonry Wall
t.
1/2"
-
N
:.
;r>
Bottom Treo
ypieal Flooring
Bill
Install SGD thru buck into
block with 3/I4" tap -con with
Sliding
Door
D e t a 1 l
1 1/2" penetration at L" o.c. max.
from each corner and 20.' o.c.
max
thereafter at ,Iambs per product
approval Jamb
At Masonry Wall
NTS
Window Schedule
Mark
Size
Rouclh O en.
Window Description
PRESSURE ZONE
I.
4'-5%s"x 5'-3%8"
54ks"x 63%4"
Single Hung
ZONE 4
2.
L'-2%s"x V-3 Ve"
15" x 0 i,"
Single Hung
ZONE 4
3.
`-2" x '-2 1/2" 1
21 h"x 38 %8"
Single Hung
ZONE 4
4.
4'-5%a"x 4'-2'/s" I
54%m"x W."
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 bg contractor
with manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0' X '1'-O"
108' x 84'
Overhead Garage Door
ZONE 4
B
3'-0' X V-a.
41'/+"x 83%"
Fiberglass Panel - lnwM
ZONE 4
C
L.-O. X V-8"
14" x 81 '/2" Pd=tsm
Skding Glass Door
ZONE 4
D
2'-0' X to -an
Solid Core - Wood - 6-Panel -Bi-Fold Imnahed
24' x 81 h"
E
2'-0 X V-8"
Solid Core - Wood - L-Pa'isl
F
5'-O' X L'-8"
Solid Core - Wood - L-Panel - Bi-Fold
G
2'-8' x V-8' x I N"
Solid Core Wood, Steel. or Masarate Door
H
2'-8' X L'-8"
Solid Coro - Wood - L-Panel
J
2'-6" X L'-8"
Solid Core - Wood - L-Panel - Bi-Fold
K
X-8" X W-8"
Solid Core - Wood - L-Panel - Br -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
0
NN
i
2" fdie
14'-O" 9'-6" 121,k< 12"
OPTIONAL
2U. PATIO/SLAB
JILGJIo ° o 0 0 0 ° ° N
EGRESS ° °
12'-8"
N
MASTER
BEDROOM
Flat Ceiling
9
Rod !'Shelf
-O° 6' 4„
✓amity to Feu
!4 i 11 o I u)
O CLO E I
I a[
,P-1u
I
Rod tI.ShelP
I
e"
i ow/ i
ATH
~�~4
I °
KITCHEN
N
-
A.F.F.
O
Flat Ceiling
C-O
10'-5"
Upper cabinets to
i
12' x 12" Concrete column /
block filled with concrete and
(2) #1 bar& vent. tied into
lintels above
Covered Porch
8'-0" tol9'
Vaultdikl Calling
GREAT
ROOM
I
I
I
I N
2' x L" knee -wall 8' O" to 9'-8" A.F.F.
below counter top I Vaulted Ceiling
DINING
ROOM
F. I
\ I Vanitil to be
I 34 k2 high
(41") 9%4" n'-o 3/,"
High Wall
i
" N
Uvm��2rrWng
o A/C
4 0 Steel Deilad I _ �
#I Sse detail oA Sbiul
s: al' I�„ F i
I 22• x 64• B I I m
Provide auto I Ae A. p
closer L - - - - J Am
Meter 15P reel P 4 -°
B Zn
ec E RGEN Y
GARAGEE RES
A.F.F. DO MT11 11
IV Flat Ceiling °
N
--------
y. I Block wall in - J
I garage to be
I struck block
0 1 i
i I 1
I
I A I
I 71
°° FICA
3'-51, 1 9'-0' J
15'-10"
Install windows thru buck into
block with 3/10 tap -con with
11/2' penetration at 6' o.c. max
from each corner and 20." o.c. max
thereafter at ambs and 20' o.c. max
Exterior face at head and and per product approval
of wall -1 / \ Buck to be I' x 4" PT
I E E BATH
Rod ! Shelf
8'-0" A.F.F.
Flat Ceding
SECOND
w
BEDROOM n
�I
EGRESS
r�
11
v
in
i
in
N
o o °
T
o Q
COVERED 12' x 12' concrete olumn block filled
RC with con rete and (2) 1 bars vert. tieO
into ]Intel& ve
3'-5" 2'-8" 2'-8"
5'-4"
3'-4"
Exterior two
4'-2" 5'-4"
9'-6°
Attach buck to block mall with
1/4" die. Elco conc screws with min.
1 1/4" penetration at 12' o.c. max
and 4' max from each corner thru
2" x 0 PT Buck
11
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck
lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and
Detail at W 1 n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment
INSTALLATION
NTS NTS
Braden 4 Braden AIAe PA
LUunne Building Corp.
Date Drawn
Revision& :
sheet
Architects - Planners
5-2S-18
5-23-18 Smoke detector revision
'411 S.E. Coconut Avenue
BE
The Grand Carlton
GARAGE
LEFT
Drawn by:
2
Tel : (112) 281-8258
C.C.U.
Spanish Lakes
St. Lucie County Florida
Fax : (112) 281-8283
-mail: bradenaiascomcast.net
Checked by:
Stuart" FL 34994 #AAC000032
D.R.B.
OF 5
Comm #
12-2�
B
r7 = — — — --i
Q I l�WL. I UrK.t-�L_ INkJ 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 ANO 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/ 6X4 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
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) = 4-1 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
Ii. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATiON
FLAN
I. Any changes
to
plans must
be submitted to the architect SCALE: 1/4" = 1'-0"
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all Termite Protection for New
notation and dimensions before starting construction. Construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision roil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
4. Verify all recess thickness at Showers, tile, etc.... excavation, backfrlling and compaction is complete.
S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" if soil area is disturbed after initial chemical soil treatment
O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide, area shall be re -treated with a chemical sal treatment
Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1" including spaces boxed or framed.
and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws
Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and
shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services.
6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating
to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose
-1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of
a copy of Soil test to architect for review prior t0 construction termicide in annular space between sleeve and pipe.
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 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 AEE TYPICAL with concrete and 4" concrete slab with hbsrmeah OR
at each filled cell ECTIONS one #5 bar continuous t°xL" #10/10 WWM on 10 mil Visqueen over
\ clean compacted termite treated fill
4" concrete slab with frbermesh OR
VXV 810/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
III —1I I I III IIII— 14'w x 14'd concrete monolithic
footing with (2) #5 bars cunt.
14"
f I TYPICAL FOOTING DETAIL
SCALE 1/2" = I'-n"
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar Cont.
Step par
m foundation plan
10" (2) #5 bars cost. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
SCALE 1/2' = 1'-0"
12' x 12" concrete caisan
black idled with concrete
and (2) 81 bars Vert. tied
into lintels above
Top of footer
IV below finished floor
'III IIII . .
lli
Verify house slab
height in field
.. IIII I II
30"x30"xl6" concrete
i7____1column footing with (4)
1I 45 bars each wag
30"
COLUMN FOOTING DETAIL
PORCH SLAB EDGE DETAIL
SCALP 1/2" _
#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
\
"' IIII III—i How x 14"d concrete monolithic
footing with (2) #5 bars cant.
14"
GARAGE CURB DETAIL
SCALE 1/2" = I'-n"
2" x L" PT wood secured with \
3/8'dia. x 4" anchor bolt at IS" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS
PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonrg Column With One
45 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
"4ia
Sinale Filled Cell Column
NTS
Filled Cell Masonrg Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
"0�6 Braden it Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiascomcast.net
m
U
0
n
I_ 14'-0" l _1_: vl nl 1 20'-0" -1
PATIO/SLAB r -
---- —I ------
° T
—
I �pI QI
z ©L_ �L_ _ �,, I
Filled cell under �/
girder above I
J
24" I
I
o
Rear Patio/Slab = 1
r J
to be poured separate LU ®)
from the house
I
slab.CL
I
O I
I Thicken footing to
24'w x 14'd x 24'L I
I Ul under filled cell a
1 under girder bearing. I ° ° no
L _ _ _ C.
I
I Rear Patio/Slab to
be flush with bottom of
I sliding door recess.
Slope 1/2' I
I I
I I
I i
I I
H.B.
I� 4" concrete slab with fiber ash OR I °
o J) L"xL" #10/10 WWM on L mil V queen over
clean compacted termite tr ated fill I
�0 I
H.
F-
-.f-
" li o
I
I I
I
°
I °
B
I�
(9 #i I 4'o steel Ballard I I
idled a/ Concrete®
ao= I I I�PGI I
" I Oc� I IFQIQ�1 I °
e
E -LJ o
II I
L
a l
0r
3u
El
�\ N `-------JUP
°
UO I©I =-T-T-T- -T-T- Q Q I O O i i O O
*t u
° I u 0-
:x 0
rL
I I
L_ $ecessor_----J ° ® r�
° ° Garage Door ° ° ° ° --- r—°° l ---� — — —
i
IF
3'-5" q'-O" 3'-5" 6'-2" III -to"
12" x 12" concrete column block fdle
with concrelis and (2) #1 bars Vert. V
into lints a above
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
F
m
Bat,
IL
FOOTiNG
SCHEDULE
Mark
sine
De
tan
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 VD
COLUMN FOOTING WITH (4)
85 BARS EACH WAY
B"W
x 8'D
THICKEN SLAB EDGE
WITH
I #5 BAR CONTINUOUS
®14*Wx
With
With
14"D
Curb at Gore ge
MONOLITHIC FOOTING
WiTH
2 #5 BARS CONTINUOUS - CURB a 0'-0'
Date Drawn : Revisions :
GARAGE 5-23-18 5-23-18 Smoke detector revisor
LEFT Drawn lag:
C.C.U.
Checked bg:
D.R.B.
Sheet Comm #
3" 12-2�
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 101/32" CDX Plywood
4. Use nails or screws baagd on res re for roof stated
in permit Info box on these pans for zone 3
Ke
Area
Ede
Field
Fastener
Max,Pressure
Zone I
4 U
Litad
ring shank
45 paf
Zone 2
4 If
V8d
ring shank
'1L Psf
Zone 3
4 it
4u
8d ring shank
84 paf
** Zone 3a
L"
L"
#8 wood screw
112.5 psf
** Use nails or s rews based on gesture for r of stated
in permit info rbox on these plgne or zone
Provide 85 bars with min. 48 bar Provide 85 bar set in pre -cast
diameters overlap into beam. Tie lintel into bean where length of
filled cell steel into continuous beam block steel. the, opening calls for it.
Provide Cast -Crete
T T -
8U8-OB/OT precast --- - --r -
lintel set in mortar
Min. 8' Bearing -- -- -- =- L--•
1. I
�.c ... • • •...
Provide PT Buck
attached per Jam
*tails into filled ee
4' Sol -cast
I I
j
i
t
i
I I'
1
Ti
Poured filled Call
Provide #5 bare with min. 48 bar
meters overlap in filled cell. Tie
Pilled call steel into continuous
tooter steel.
Coacratm Footing
(sea tooter schedule
for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale. 1/2" = I'-0"
SINGLE PLY REAR GIRDER TRUSS
it -Nail 2' x 4' blocluV to vwL leg of
t. truss Nth IOd x 1.5 nails at 4' oc.
Verifg with Plan
Concrete " • h �Srn/8' ill tilvaad dTrod oiatr wine. wain12'
LintelColumn
12 x 12 \ into rat bass and (22) IOd nails into truss
/ �� Cj inn Block
I '44 1 Rebar
Rebar 48 Bar Dia.
Mm.Overlap 00001
TRUSS BLOCKING DETAIL
Column to L I n te l Attachment _ AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS
1/8" thick light textured stucco installed per
ASTM C 92L over ASTM D tgpe 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Tgpe 2 Pelt paper using ed Hells. Substrate
to be 19/32' CDX Plgwood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plgwood 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 Pelt underlagment installed with min. 4 ads laps and L" end
laps fastened with corrosion resistant tin caps and Nth 1.25' ring shank nails
spaced L' o.c. at all laps and two stagggered roue 12' o.c. in field. Attach
dock to trusses using attachment detal on this *heat
LINTEL SCHEDULE
Mark
uwthsaw
Lintel
Cast -Crete
8 irieation
ass11510a
• gottw
peel
8me
Top
8taal
8isa
Mar.
Goad
FOR)
lit"
uplift
fPLF)
Le@K
Lead
fPLFI
L22
2'-2'
V-L'
8P8-Of!/IT
I
as
3041
641
1024
L31
I.I.
41-W
8F8-OD/IT
1
a6
26H
"3
113
L45
4'-6'
5'-10'
aFa-OBAT
1
#5
1106
101
331
Ls0
6'-0'
so-L'
1
$6
cm
on
TA
LLO
1V•-8'
11-L'
eFa-0B/rr
I
as
log
121
634
L80
W-O'
1'-4'
1MB-16/2T
1
0
2
85
162
611
612
L10
T-Om
l0'-6"
8F8-1e/2T
1
0
2
86
643
630
401
L1015
Y-0'
MY -to
DMA-0/2T
ONE
1
a6
2
as
533
IIs3
401
LI00
KY-O"
lr-4'
8FS-0/2T
1
$5
2
95
502
414
492
LIOO6
10'-O'
I lr-4'
BFIL-05/2T
ONE
1
tit
2
1 85
13"
1028
452
L120
12'•-0'
13'-4'
SP8-0/2T
1
85
2
as
411
428
324
U208
12'-0'
IS'-4'
8FI4-91/2T
ONE
1
86
2
86
1016
110
324
LHO
W-Off
E'-4'
911"I6-0/2T
ONE
1
86
2
a6
126o
L04
261
LSO
IL'•-O"
r r-4'
8P8-Ie/2T
1
K
2
sc
1 300
M2
I"
uwa
w-O'
rr-4'
8f1L-II6/2T
ONE
1
85
2
a6
I 160
500
1 11114
- 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
hurnc
with (1pne0) 1 1ehor at /2each' mattsrap
IOd x —
( 24' me.) suppporting Max.
18101bs. uplift
12
4
Aluminum Dnp
Edge t Fascia
Flash and Counter
Plash
Nail ledger to
gable and truss
with (2) IOd r4fle
at each mob
Aluminum Or
Edge t Fascia I/2' UiIi stucco on 3/8' in-mb With
attached to hons"ntal and vertued me
12" frasna with nails air atedes to Wr A
2" x L'
Kalican full o vent vnwI soffit installed
Bey I/6 do shank x IS' Iona ydv.
roormg role nth 3/e' ilia. head per
product approval -wise chart sheet #1
12' x 12' concrete column
block filled with concrete
and (2) s1 bare vart. tied'
Into lintels above
thicken edge to 8"x8'
with concrete and
one #5 bar continuous
BEYOND
Top of rooter
IL' below finished floor
ism erapenetrapon
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vert. w/
30' overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom or
sliding door recess.
T ublcal
Lnr-W71
Brace Gable and
with 2' x 4" SYP #2
Olt back nailed to bottom
or tap chards using (2) IOd
nails at each truss
RE -ENGINEERED WOOD TRUSSES
a 24'o.c. TYPICAL
( shop drawings bg manufacturer )
,,R-30 blown fiberglass
in bottom chord of trusses
-1/2' drgwall with smooth finish
Two rows of beam block filled with concrete
_and (U 45 bar cunt. in each row. Substitute
grecast lintel filled with concrete and (U #5
ar cont. for bottom row over openings
1/2' drywall over I' x furringg
strips at IL" o.c. with R4.1 YI-foil
-insulation on typical 8' Block walls
Brace Gable and
with 2" x 4" SYf
aft back nailed t
of top chords usir
nails at each trus
Strap truss to mall using Simpson MGT with
5/e dia. threaded rod with min 12" embedment
into beam either wet set or in epoxg with
1221 IAA nnda into truss- Add hlockino to
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) sunortina Max.
IMMIAMIN
Miami
mail
nZAMIMMI
OWNER WE EWAJ MAIN
W
lw".
I
I
"WN,
11FA
AFIN
WNW- AVUWAO&A
IN
I
'A
'
11
11.
detam an this sheet
11�aft-achment
ilkmwm�
WA
All drywall to a installed per FBC R102.3.1
and shall meet all pertaining ASTM codes. ETA 20
Mortar to be Type "M' onlgg proportioned oar FBC R601.1
and Mortar pants shall canplpory with FBC R1.01.2.1.
Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...)
Fill cell with concrete and ROOF(I) #5 bar wart. typicaD. FLAN
8ssppasnrlnot exceed
4unleiothewise note
sae foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
4" concrete *lab with nbermeeh en over L'xL' 910/10 WWM on 1. mil Yiaquem — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
I
L
— ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER
— ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
�I TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
at Front Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
��ala . 1/0" = I' -not FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
OPTIONAL
i
PANEL
"A"
Poles
BR
Load
Wre
Deseription
cra
ores
Description
Wee
Lead
BR
Poles
2
40
1.0 km
s8
A/C coap
1
2
AHU
810
3.11 km
30
2
3
4
2
30
4.5 Its
W
40 gal. rater HTR
5
6
it nliffsL
12,0 km
50
2
�
e
1
20
1.8 km
$12
Pump
9
10
Dr er
$10
5.0 km
30
2
u
12
1
20
1.5 ke
$12
0
14
Dishwasher
812
1.2 ke
20
1
1
20
L6 ke
$12
Microwave
Is
IL
Refrigerator
$it
1.2 ks
20
1
1
20
1.6 km
s12
Kitchen S.A.C.
li
1a
Recepte
$12
20
1
1
20
1.5 Its
812
Kitchen S.A.C.
19
20
Recepts
s12
20
1
1
20
L2 km
s12
Ckrthee wa iw
21
22
Recepts
9r2
20
I
1
20
0.91 km
912
Garage Door Opener
23
24
Recapts
912
20
1
1
20
1.4 ke
$12
26
2L
Recepts
812
-
20
I
1
20
1.92 km
912
21
2g
Recapts
812
20
1
1
20
812
General Lighting
24
30
Recepts
$12
20
1
-
1
20
812
General Ughtmg
31
32
Recapts
$12
20
1
-
I
20
$12
General Ligkmg
33
34
Exteror GFCI
$12
20
1
I
20
s12
General uahLna
36
3L
Bathroom GFI
s@
�-
20
1
1
20
$12
Smoke Detectors
39
38
General Lighting
s12
-'-
20
1
1
20
$12
Bathrom GFI
39
40
General Lighting
s12
20
1
s are
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watta)
General Lighting _(3. watts .sqa Pt.)
Small, Appliance„ I;,ircwt(s)...... ......... ..................
Range ......... .................. ......... ..................
Refrigerator _ .............................................
Microwave.....................................................
.Dish ,Washer .... ......... ......... ....... ... ..... I ... ..........
.Clot<hes k4sher...............................................
Clothes.Dryer,,....,,.,
Water Heater
Water Pump ...................................................
Garage.Door.Opener........................................
1135
3
6206
2
1,500
3,000
1
12,000
12,000
1
1200
1,200
I
i 00
1500
1
1,200
1200
1
1,200
1,200
1
5,000
5,000
1
4,500
14,500
I
1,800
1,800
1
810
1 810
Total Watts
314415
First 10000 Watts e100%
1
10,000
10 OOD
Remainder 21.415 040%
1
O
10,911,4
Electric Heat or A/C 10,000 965%
1
10,000
10,000
Calculated Load
Watts
30,966
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 149.03
Panel Size Required - 150 Ampal
Electrical S mbol Le end
S
Single Pole Snitch
®
Raceaaed Can Light
Sy
Double Pole Batch
®
Eyeball Recessed
P
Push Button Botch
Exhaust Fan
ame
Duplex outlet
Calling Mounted Light
Special Receptacle
0-
Wall Mounted Light
:= Or erectLELight
with Pull Chain (attic)
B
Plow Duplex Outlet
©
Computer Connection Jack
E-ml
Carbon Monamde Detector
4&
Flood Light
Thermwtat
®
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Calling fan
®
Television Jack
©
Telephone Jack
A oi c
A/C Disconnect
®
I x 4 Florescent Liallit
®
2 x 4 Florescent Light
®
Speaker Hook -Up
❑i
Intercom
IG3 CFM
IOWOxs
MASTER
BEDROOM
163 CPM
IO%IOxG
D/A�
I� - - - -------- a 1
S/ A
CLOSE
_�hc�_-- 1'
Soffit fpgATH
AiC
Meter 150 Amp
Panel
12"
"
I "
lo• � r.
PATIO/SLAB
I
GR AT
RO M
PM Centt
K 1
t------jr- -
f sr' x s4•
1 Attic W
-----�
GARAGE
r----------------- i
I I
I I
I I
1 I
1 I
I I
1 I
I I
I I
I I
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I I
= JUNCTION BOX TO SUPPORT A FAN O� � � A AO = THERMOSTAT LOCATION � � C �f C Y T
B/A = BALANCED AIR
Electric Notes: SCALE: 1/4" = 1'-0"
I. Use copper wire only, no aluminum. 1. 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.
5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and
6. 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 s stem shall be cam letel and effective)
B 10. A/C Refri rant lines that are run thru slabs must be y p y y
sleeved in PVC grounded as required bg the latest edition of the N.E.C.
II. 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 by a licensed electrical labels where applicable.
contractor, the completed system shall be ful14 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 requiredd ordering. The contractor shall provide circuit routings to
14. All work shall be coordinated with other trades to avoid suit the job conditions.
interference with the progress of construction.
15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the or as selected by others.
duration of the work.
16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of any conduit.
other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502
14e I ,
I'
i
g ignp s1641 CiaM
IOidOxl
DINING
ROOM
ATH
292 CPM
12Ax1
SECOND
BEDROOM
r `y B�A
H.B.
V entthru
---_0Fri _----
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
Aor
Install owleunder disnot shown[]
clarity
Q
A �C
COVERED I
PORCH o
`r
A/C disc.
LI-1
*2/0 Aluminum toad AM
154' Condwt -,,, PANEL
2• PVC l
2' rigid samnee FPL 1 t,Oar15 ear t." rea 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
Braden It
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel :
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
Meter
OPTIONAL
PATIO/SLAB
,'Covered flora%-,
MASTER EPQ
BEDROOM WP GFCI ;
\ I
- - - - - - Smoke / Carbon `°'r R AT
i
Monmde Detector R O M
Combo
O S I
I
I
CLOSE
I
I 11
I II
DINING
GFCI I I
s---� ROOM
A � � Iz FC
GFCI GFCI
'PM o
1 /
KITCHEN-------
3'-2" k 33'-2„ HIMEa F
C.M.tor
iper FBC
R34.3
i'�'11 r.er-\
LF
GF
42° GFCI
(b W.H.
r A a
with W
150 AmidOpuarnl
Panel \ panel locatlon
Pull chain
\ \ light in attic
42' GFCI
GARAGE
JGa.rage
Dor
Opener
r--------------I
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1 I
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ELECTRICAL PLAN
Z CD
OCente
Lt- `�SECOI�TI�
BgDROOM
qp
/\I
y WP GFCI
\ / I-1 `N. C�ICH I
SCALE: 1/4" = 1'-0"
Post Light aith .11� o
9.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.l6 sq. ft. required
Provide A Continuous Vented Soffit
'y„ne Building Corp.
The Grand Carlton
S anish Lakes
S�. Lucie County Florida
Photo call > m
w 4
Date Drawn Revisions :
GARAGE 5-23-18 5-23-18 Smoke detector revision
LEFT Drawn by:
C.C.U.
Checked by:
D.R.B.
H.S.
Exhaust Duct
�Thru Soffit
e Wire For
Front Post
Light
Sheet
F.-
OF 5
Comm #
12-2�
B
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2 —O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. AJI
F9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span�or less
degrees
or or less
4 1 /2 —► l
?ag Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an ".ample, your truss may not match.
ns!st crane operator sets truss this way.
30' to 60' Span AL
SDreader Bar
kag _Approx 2/3 to__,.
Line 1/2 of Soon
REFER TO BCSI
,ss must be set this way if crone used.
This is on example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
�Q are installed. A
A l F? 1---1 A IV A L E FR N O T E
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U REPRESENTS A FIANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F___
io
Cl)
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 F__
to
81 12 2.00 1—
upset=1/4" heel=315/16"
PLUMB CUT END
'1 J
2 x 4 Top Chord
r, WALL HEIGHT 8'-1"
END DETAIL: A
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF 17' - 23' IN L=
A
Do not stand on trusses until they are braced per BCSI
& properly nailed to
straps & hangers
GARAGE LEFT
NGTH
GARAGE RIGHT
The 4rch1toct'S or
The .Cony e c e k^
doubaor ufprovet 1, reSentative',
for C Other r.
psh"nstlucti ya'nea, rethe °responsl6l
Cal to Iteri 'Went, e
structOf ure fro as ScrA'� era/ roof Oct.,
a
o y a, any loch pe,
air
A yes ° ti-" ny uplift to It, on
Daterovea ey. IOcatio�s ada any.
B Olen ¢ �Z
Bratl
. I.A. P.A
FABRICATION AGREEMENT
iUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNEE
le legal description of the property where the trusses will be installed is:
i ne unuersignec acknowledges and agrees:
1. Trusses will be made In strict accordance with this truss placement diagram layou
which is the sole authority for determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (1(
days of delivery the undersigned agrees that no backcharges will be allowed. In the ever
such written notice Is furnished Chambers Truss shall have three (3) business days in whlcl
to begin repairs required, or to substitute other trusses, at Chambers option.
4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable to
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or I
portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only
The buyer Is responsible for additional delivery expenses If Chambers Truss has to redelive
because job site is not prepared for delivery or buyer Is not prepared for delivery of trusses
Buyer is responsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below Is subject to change If any changes are made Ir
this layout. A $50 per hour fee for revisions may be charged byfhambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no
agreement a reasonable price. Invoice will be made on delivery and paid within terms of net
on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable
attorney's fee for collections in event of,payment not timely made. 1-1/2 "% per month service
charge will be added for all sums not paid within terms.
8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
indebtedness including attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, theltems fumished-hereunder
or payments referred to herein, the parties agree that the sole'') ue fbi`any_pm, h action will
be Saint Lucie County, Florida.
11. Design responsibilities are per "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses..
ANSI/TPIANTCA 4 - 2002"'
DATED
SIGNED
FOR TITLE
A spreader bar maybe required per"BCSI I -alto prevent I juryr3i damage '
Multiple ply trusses must be fastened together pe P engineering
before they are set, failure to do so can result In mof collapse.
Temporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
Study the contents of the Information packet included on delivery g
before setting trusses.
Trusses must be set and braced per design to prevent injuryS damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
IDO NOT SET TRUSSES USING THIS LAYOUT 1 USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES I
CHAMBERS TRUSS INC
3105 Oleander Avonue
Fort Pierce, Florida 34982-6423
800-4551-5 42.
Fort Pierce 772.465-2012 F k 772-486-8711"
Vero Beach 772-569-2012 Stuart;'` 772-286-3302
Web Site: CHAMBERSTRUSSCOM
UCJIl71V l,Kl I CKIf�
County
SAINT 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.
i
Top Chord Live
20
a
Top Chord Dead
7 4.2
r °
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
o c
,n
TOTAL Load
37 7.2
a H
Duration Factor
1.25
'o
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
_m
w d)
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
H
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
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 -75 9d.7
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 y 5 A0
s
Li1111W061
PANEL
"Ali
Poles
BR
Load
Wire
Description
arcs
circa
Description
Wire
Load
DR :",
1
20
1.2 kw
s12
Refrigerator
I
Range
sL
12.0 ku
50,
1
20
1.2 kw
812
Clothes Washer
3
-
30'!
s10
5.0 kw
1
20
1.5 kw
$12
Kitchen S.A.C.
5
L
Dr er
1
20
1.5 kw
$12
Kitchen S.A.C.
I
a
1
20
$12
Bathroom Recepts
9
10
Air Candaw
s10
5.0 kw
30, '*^
-
1
20
1 1.2 kw
$12
Dishwasher
II
12
3o-.`
a10
5.0 kw
I
20
1.2 kri
912
Microwave
13
14
Air Hand)
I
Is
-
$H
General Lighting
15
14
I
Is
814
General Lighting
11
IS
WH
410
5.0 kw
25 : ,t.2
1
Is
$14
General Lighting
14
20
I
IS
$14
General Lighting
21
22
GDO
012
0.e1 KW
20 - "1
I
Is
014
General Lighting
23
24
Spare
`u
Spare
25
26
Spare
Spare
21
29
Spars
Spses
29
30
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
atm.
I Watts
Total(
General Lighting (3 wattsaq ft)
Smell, ,Appliance Circult(,$)..
Range ......... .........
Refrigerator
Microwave
Dish Washer
Clothes Washer
Clothes Dryer ...
Water. Heater
Garage Door Opener ....
1135
3
5,20 I`
2
1,500
3 O
1
12,000
12
l.2QJL
1
1,200
1
1,500
I S '•
1
1,200
12 +
1
1200
12
1
5000.
5 O
1
4 500
45
1
810
810 '
Total Watts
36
First 10000 Watts 0100%
1
10,000
Remainder 25,LI5 e40%
1
O
10
Electric Heat or A/C 10,000 945%
I
10,000
10,
Calculated Load
Watts
30 '
Voltage
2
Calculated Wattage Divided by Voltage = Total Amps 126
Panel Size Required = 150
w li?Ad
�l�ctrlcal S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
re
Push Button Switch
Exhaust Fan
aile
Duplex Outlet
Ceiling Mounted Light !
Special Receptacle
♦
Wall Mounted Light
aterproo group au t circuit
Light with Pull Chain (attic)
Floor Duplex Outlet
©
Computer Connection JackCarbon
P(5
Monoxide Detector
Flood Light
Thermostat
m
Electrical Panel M
Central Vac
g
Electrical Meter
©
Smoke Detector
Ceiling fan
liL
©
Television Jack
❑t
Telephone Jack
,�;5C
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
r
FB = JUNCTION BOX TO SUPPORT A FAN
TU as THERMOSTAT LOCATION
B/A = BALANCED AIR
143 CFM
IOxIOxL
MASTER
BEDROOM
IL3 CFM
IOxIOX4
OPTIONAL
PATIO/SLAB
12xl2x9
B/A
i L ----- ------ a 1
B / Ax9
B CLOSE
CFM
0 8x4x4 "
I
8x4x4
YS�ei1�t_trilfli----
Soffit $AATH
1-2-19
-RISER
FIELD VERIFY SERVICE
LOCATION RESPECIVE
TO PANEL LOCA ' AND USE
APPROPRIATE BELOW
A/C disc.
A/C disc.
#2/0 AL 5$0 Cable
(3) #1 THHN Copper
With 41 Grnd
2" PVC Schedule
40 conduit
2" PVC Saitil"We
AMP
40 conduit eve
ISO
MCB
Into attic
AMP
MCB
PANEL
AHU
PANEL
AHU
200a rated
200a rated j.
meter can
n
meter can
n
Intersystem bonding
2" PVC Termination pant 21, PVC
schedule 80 schedule
2" rigid service FPL 2" r!j
GEC Bare 96 c of ve
to (4l e'-&GaI"vanzed
11 around rods
ELECTRICAL RISER
ALTER
- Contractor shall use AL-CU Landing lugs. NTS
- Contrac'
- Contractor shall torque lugs I.A.W.
- Contrac'
manufacturers recommendations which
manuf act,
shall be verified prior to construction
shall be
L-
Verify AIC/KIC Rating prior to ordering equipment
- Verif „it,
ELECTRIC NOTES:
it
I.
Use copper wire onlg from panel to devices
15. Conti
2.
Provide and wire all required smoke It Carbon
Free
Monoxide detectors.
the 4
3.
Contractor to verify location of electrical
year,'
service and provider.
Corti
4.
ALL bath and kitchen receptacles to be GFCI protected.
charge
S.
ALL exterior outlets to be WP/GFCI protected.
other
L.
Recessed cans to be installed per NFPA requirements.
IL. It is I
1.
Temper resistant AFCI receptacles are required in
of cof
ALL rooms.
all Itel
8.
A/C Return Air Balance Must comply w/ FBC RM1402
the rs
9.
A/C Rerri r�gtiir��t lines that are run thru slabs must be
proper
sleeved in
11. 11. All wi
10.
ALL A/C Equipment shall comply with energy calculation
shall c
II.
All work shall be performed bg a licensed electrical
meet
12.
contractor, the completed system shall be Fully operative.
Contractor for
and to
shall pay all Tees, permits, testing, and
inspections including blower testing where required.
18. The i
13.
All work shall be coordinated with other trades to avoid
grouni
interference with the progress of construction.
11,
All required insurance shall be provided for protection
19. All mi
against the public liability and property damage For the
labels
bonding
pant
EC Bare x c per ve
to (2>-� Galavanzred
ground rods
SERVICE ELECT. RISER
use AL-CU Landing lugs. NTS
torque lugs I.A.W.
ommendations which
prior to construction
Ratina brior to orderina eauibment
AiC
Meter h 150 Amp
Panel
CFM
x12x1
PATIO/SLAB
I
GR EIAT
ROM
I
I
IL9 CFM Center Registers
on ceiling fan I69 CFM
IOxIOx I IOxlOxl
1211
L- - - - - - r- -
W.H.
22" x 54
Attic Access
with light
-- - -
-�
GARAGE
r----------------- i
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
r
DINING
ROOM
Exhaust Duct
Thru Soffit
N
N
0 J�flt 4" Exhaust
H.B, Duct Thru
1 In lax 4 - - - -_ OVent thru Wall
WP GF
e�m I r
r A T H Install ouleAd)
201x2O under disc.not shown
I clarity
I
1L" AiC
I
232 CFM
COVERED
PORCH
j 12xkxl
SECOND
I
BEDROOM
12xl2xe
B/A
M�CH,4NIC,4L LAYOUT
Oall guarantee all materials and workmanship
20,
All equipment and panel sizes shall be verified before
is for a period of not less than two years from
ordering. The contractor shall provide circuit routings to
tacceptance or certificate of occupancy, or one
suit the Job conditions.
rig sale of house,
defects shall be completed without additional
21.
Furnish and install all fixtures as called for on the plans
II include replacements or repair of any
or as selected by others.
�rf installation that may have been damaged.
intent of these plans to show every minor detail
22•
All raceways and pipes placed in or through any concrete
in. The contractor shall furnish and install
slab shall be spaced a minimum of three diameters of the
a complete electrical system and provide all
largest conduit or pipe from any other service.
easary For the equipment to be placed in
phtorder
23.
All exposed wire below 9'-1" shall be installed in metal EMT
I be done in accordance with the N.E.C. and
conduit.
Ith all local codes and ordinances, and shall
24.
Dryer Vents to be installed per
lard requirements of the local electric utility
FBC RMIS02
company.
pl system shall be completely and effective)
of
required by the latest edition of the N.E.C.
ihall be new and shall bear underwriters'
applicable.
SCALE: 1/4" = I'-O'l
Braden it
Braden AI
PA
Architects
- Planners
e
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaia5comca5t.n
t
Stuart. FL
34996 #AACOO
032
Meter
OPTIONAL
PATIO/SLAB
/'Covered Porc�\
MASTER v
BEDROOM WP GFC1
� I
\ I
\ I
\ I
I
- - - Smoke / Carbon G R A T
i
Monoxide Detector R q O M
Combo
S I
C
I
GFCI
I �I
G" C L O SIE I TV
II
I II C
GFCI I I I
DINING
- GFCI I I ROOM
� /
GFCI GFCI
OFCFM o�.�
I� KITCHEN- - - -
I - - -
/24, 1 3 2„ 3,_2„ Nines F o
/ _ I C.M. Detector
onlgg 4.p3er FBC
��
GFc1 50 CFM
EEGr�
©CGFCI I / / F N_
I 4 2 " GFCI
I I 22" x 54" /> Cents \�
eo
I Attic Access \
i with light I \
J L ` SECOI�I1�
150 AIR I` Opticnal � B\E D R O O M N
Panel \ panellocation ® TV \
Pull chain �
\ light in attic ;r \\
s
92" GFCI \
GARAGE =E)
II Garage /
Door /
Opener
r------- ---------- i
I I / /\
I I
I I
I I 1 WP GFCI
I I
T I
ELECT�IC�4L PL/4N
SCALE: 1/4" = I'-011
Post Light with/"o o
Attic Ventinci Calculations FBC 2309.1
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.1� Sq. ft, required
Provide A Continuous Vented Soffit
Wonne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
Photo cell ��
"1 A
,U Q 4' 3"
na
Date Drawn Revisions :
3-21-18 5-23-18 Smoke detector revision
GARAGE Drawn by: SCANNED LEFT C.C.U. BY 1�/ -OG&
Checked by: St. Lucie County
D.R.B. +S 6>plfJD DEL 9/0
H.B.
Exhaust Duct
7hru Soffit
Wire For
Front Post
Light
RECEIVED
JUL 2 4 2019
ST. Lucie County, Permitting
E-1
OF 5
,Comm 4
2-2�