Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY
Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt inderlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
aced L o.c. atallleis and two staggered rows 12" o.c. in field. Attach
b/ LS tnICK Cut coral wrai i rcnancu aw�i.0 uanua
finished stucco bands RIGHT ELEVATION
SCALE: 1/4' - i'-O'
M
ELEVATION NOTES:
Gulf Coast Supplg and MPG 5v Crimp Metal roofingFL #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 V and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
eck to trusses usina attachment detail an this sheet
�t V �61� wi ul stucco on Lgplcal concrci is
finished stucco bands block construction
REAR ELEVATION
SCALE: 1/4' - II
Overhangs at 1'-0" unless otherwise noted on Roof Plan
— Roof pitch at -f:12 unless otherwise noted
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II1.51.12 — Ang changes to this plan shall be submitted to the architect
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 for approval in writing prior to starting construction.
(type 2) 30 lb felt underlagment installed with min. 4 side laps and C and ALL
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails — Return ALL Stucco Bands into Window or Door.
spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment deter on this sheet
12
4 1 SLOPE
U 5/8" thick x 8"w cut U
3 coral finished stucco bands 3
5/8" thick light textured
stucco on typical concrete
block construction
--------------
LEFT ELEVATION
SCALE: 1/4' - P-O"
2" x 4" top plate
base -board
terror Non—Beari
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
(type 2) 30 lb felt underlagment installed with mm. 4 side laps and 6" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 0 o.c. at all laps and two staggered rows 12" o c. in field. Attach
deck to trusses using attachment detail on this sheet
la^
5/8" thick x 8"w cut
coral finished stucco bands
®®®® Q
1/2' drywall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at 14" o.c.
2" x 4" P.T. bottom plate
4' concrete slab with fibarmesh OR
VxL' #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
Partition
Braden 4
Braden AiA, PA
Architects
- Planners
-411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiascomcast.net
5/8" thick light textured
stucco on typical concrete
block construction
FRONT ELEVATiON
S
WQnne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucre Countg Florida
1yti - 0 ,
ST. LUCIE COUNTY BUILDING DIVIS9
REVIEWED FOR COMPLLQ
E
REVIEWED BY
DATE
PLANS AND PERMIT MU BE KE ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SU11 W ANY CORRECTIONS
REQUIRED In FIELD INSPECTORS Mf
MAY BE NECESSARY IN MIER TO
COMPLY WITH ALL APPLICASLE CODES.
LL FACTURES LARMS SHOWING
AU FACTORS AND SHGC COMPLIANCE
Wm{ Fqc ENERGY CODE MUST
REMAIN ON ALL ODORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED �NERSORA�pt
CONCEAEEDfAS
pgE1hERES?0gS1I Of
ral fin,u finished stucco bands CONTRACSOROERECO?
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb felt using Sd nails. Substrate
to be 19/32' CDX Plywood nailed at L" o.c.
in field and edges with TOd ring shank galvanized
nails into truss webbing.
SCALE: 1/4' - II
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: Lth Edition and ASCE 1-10 for Wind Loadmg
Bolding Design is: Enclosed Risk Category_ II Wind Velocitg: 16S mph ultimate
Mean Roof Height: IP_O• Rod Pitch: 4•I2
Internal Pressure coefficient: to_Ia
Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu
Width of Rod End Zone: 3'-4' Wind Speed:-10—mph ultimate
Wind Exposure Classification: C 1.21 x O.L 0.12L
Adjustment factor for Exposure Height: ASD demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; OADL+OAWL
Components E Cladding Wind Pressure (NET) Rod Zone: 1. +20.L/-332.L pal
Rod Zone: 2. +20.it/-81.0 pot
Rod Zawr: 3. +2OA/-84.0 psf
Components t Cladding Wall End Zone Width: 3'_4'
Components t Cladding Wind Pressure (NET) a done: 4. +35.8/-38.1 pot
Wall Zone: 5. +35.8/-41.8 pal
Components t Cladding Wind Pressure (NET) at Garage Door: +32.0/-40.3pal
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? YYa�aa
Are Components an Cladding DsII Provided? Yes
Minimum Sal Bearing Pressure:15O0 psi, Presumptive: X Bg Test: Do
ROOF LIVE LOAD: 3_ pot ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD:4_ oaf FLOOR DEAD LOAD: 10 nat
JOB ADDRESS:
Date Drawn : Revisions :
5-23-18 5-23-I8 Smoke detector revision
GARAGE Drawn by:
LEFT C.C.U.
Checked bg:
D.R.B.
Ej Rod Zone I
Walls Zone 4
Rae Zane 2
Ways Zone 5
END ZONE
w Corner Zones
Rad Zone 3
St. Lucie County
Sheet Comm >>�
1. 12-2�
OF 5
/?Ol - 058
FLOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.s.
I. Contractor to verify ALL notes and dimensions prior to steel
high by 4" diameter
steel crash post. Floor
proceeding with work. Flange with 4 -- 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into
3. ALL Lumber to be used as Beam, Rafters, etc.., to have 51, (3/8"t 50 k5i steel plate)
a minimum 1,400 P.S.I. fiber stress. ME 6"
4. No dissimilar metals to touch. 2%2' 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 a
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord 4'
2t
1.
of trusses with screws per FBC R102.3.5.
ALL wood in contact with concrete shall be pressure treated.
S.
ALL wall dimensions are nominal and not finished wall or stud dimensions.
9.
ALL plumbing fixtures to be low flow.
10.
Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
EE
handicap accessibilityrequirements.
;2
1/2"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
IL.
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 L" P.T. Suck
flux no less than 0.12 watt per square centimeter. Exposed foam plastic insulation
block with case harp
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attar'
with F.B.C. R314 - see permit info box of code edition
18.
G psum board material shall conform to ASTM C34, C-19, C4-15, C514, Cl C931
C1218, C1395, C1396 be
C960, C1002, C1041,C1111, C1118, or and shall installed
according to the following: (FBC Rrt02.3.5)
Or wall
Thleknass
Location
Orientation
Framing
Member
Max spacing
of fasteners eners
Nail wing options for
installation of drywall into
Spacing
Maximum
wood framing members
Nails
FScrews
2" x min. thickness
Ceiling
Perpendicular
24"
1"
120
13ga 1 3111 long with 19/1.4" head
OR
0.098" diameter x 1 1/4' Iong
annular -ringed or Sal caviar mad
/2
Walls
Either
IL"
g"
IL"
0.080" die. x 1 5/8' long with
Direction
15/1 head
OR
Gypsum board nail 0.084' dia.
x 15/8' with 9/32' head.
Ceiling
Perpendicular
24"
1"
12"
13ga 15/8 log with 19/44" head
OR
0.098" diameter x 1 3/8" Iona
annular -ringed or Gd coder mini
OR
Walla
Either
IL"
g"
IG"
0.092" die. xx I 1/e" long with
Direction
1/4' head
OR
Ggpsum board nail 0.0915" dial.
x 11/8" with 19/44" head.
install SGD thru buck into
block with 3/14' tap -con with
1 1/2' penetration at G" o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3/IL" tap -con with
1 1/2" penetration at 0 o.c. max.
From each corner and 20" o.c. max
thereafter at sill per product apprc
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
AiO8.I, A118.1, A118.3, A136.1 and A13-1.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CIi-18 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 accompanuinci 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 Supplg and MPG 5v Crimp Metal roof FL #11651.12
24ga. 5v crimp metal roofing attached to pi wood 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 underlayment installed with min. 4g wide laps and L' end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
dpe
s aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
ck to trusses using attachment detail on this sheet \
Simril HEThA 20 or equal
uithi(�O) s: x lal/2�cn jaws
( 24" o.c) sup
pporting Max
s101ba up It
12
4
at 24"o.c.
(shop drawings by
Aluminum Drip -�'�� \R-30 blown fiberglass
Edge I Fascia in bottom chord oP trusses
1/2' drymall mith smooth finish
2" x L" 5ub-Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kagean Pull o vent vinyI sortie installed precast lintel filled with concrete and (1) #5
\1
using 1/8' die shank x L5' long gale. bar Cont. for bottom row over openings
roo(ng nails with 3/8' dat head per
product approval - $se Chart sheet a1 1/2" dr wall over I" x Purring
allPs at IL" o.c. with Ill ti-fal
insulation on typical 8' Block walls
5/8" thick light textured All drywall to be installed per FBC R102.3.1
stucco on tgpical concrete I and shall meet all pertaining ASTM codes.
block construction m Mortar to be Till M onlg proportioned per FBC R601.I
and Mortar joints shall comply with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex showers, tuba etc...)
#5 bar Vert. w/
30" overlap Fill cell with concrete and
at each Pilled cell (U #5 bar Vert. (tgpical).
Max. apacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
OVA' #10/10 WWM on L mil Vi ueen over
clean compacted termite treated fill
Grade
�l III III„ Jill
IIIIIIIII IIII I -III _
14" x 14" Concrete footing
14' with (2) #5 bars cost. and #5
TYPICAL SECTION transverse bars at 48' o.c.
Scale : 1/2" = 1'-0"
to Masonry Beam
nails
fixed door
sliding door
v2„
AREA CALCULATIONS
Living A/C = 1446 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
JL
I
I
I
I
21' VTR
Mastery/�
Bath I I
I
ILev. I
2 1
Lev. 1
4' 1 2' VTR
11
I i
I
Sher. 3' % I
Kit. Sink I
I
Kitchen 2' I
I
I
3"
w.c
Bath #2 8�
3'
C.O.
NTo Septic
PLUMBING RISER
1' x L" P.T. Buck nailed to
block with case hardened nails
prior to door attachment
Masonry Wail
Bottom Track `-Typical Flooring
Sill Install SGD thru buck into
} block with 3/I4" tap -con with
Sliding Door DeGa I I I penetration at L" max.
fromom each corner and 20.."" o.c. max
At Masonry Wall NTS thereafter at jambe per product approval Jamb
Window Schedule
Mark
Size
Rough OlDen.
Window Description
PRESSURE ZONE
I.
4'-5Ys"x 5'-3!/8"
54ks"x Ill
Single Hung
ZONE 4
2.
L'-2ka"x 5'-3 ia"
ism x 1.3 i,"
Single Hung
ZONE 4
3.
'-2" x 3'-2 1/2"
2'l%2"x 381
Single Hung
ZONE 4
4.
lI,l "x 4'-2%"
54%s"x 54%"
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'-O" X 7'-O"
loll x 84'
Overhead Garage Door
ZONE 4
B
3'-O" X L'-e"
41'/4"x iiii
Fiberglass Panel - Irisnng
ZONE 4
C
L'-O" X L'-8"
�4" x 81 i2" c t°"
Sliding Glass Door
ZONE 4
D
2'-O' X L'-8'
Solid Core - Wood - L-Panel -Sr-Fold Finished
24" x 81 h"
E
2'-6' X L'-8'
Soled Core - Wood - L-Panel
F
5'-O" X L'-a"
Soled Core - Wood - G-Panel - Bi-Fold
G
2'-8" x C-8' x 1 N'
Solid Core Wood, Steel, or Masonite Door
H
X-ell X Ill
Solid Core - Wood - 6-Panel
J
2'-6" X 6'-80
Solid Core - Wood - L-Panel - Bi-Fold
K
2'-8' X C-8"
Solid Core - Wood - L-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
M
I
ry
14'-0"
OPTIONAL
n PATIO/SLAB
EGRESS
iv
_W
°
MASTER
U=
BEDROOM
u a
V-O" A.F.F.
N
°
Flat Ceding
L(V
o
r-
°
Rod I hel
�
oll
4'-"
A/C
Meter
O
❑©
e v 1=
o I to
CLO�Eli$
i «
il`r�" }
\ ,(D I
ATH
I Rod
t ySheif I a
i nw-„
4
I o
KITCHEN
L-
A.F.F.
Flat Calling
10'-5"
ao
o
Lif
O-
>11
Upper cabinets to
44*)x-eRef.
dttnd ov=� n n 1--
8'-C
12" x 12" Concrete column /
block filled with concrete and
(2) #1 bars Vert. tied into
lintels above
Covered Porch
� I
8'-O" to 9'-8" A.F.F.
IRV Vaultell Ceiling
GR IAT
ROM
I
19'-8"
I
I
I fV
2" x G" knee -wall e' O" to 9'-e" A.F.F.
below counter top I Vaulted Ceding
I DINING
ROOM
I
♦♦ I
Vanity to be
34 Y2"high
High Well
3'-8" I O
-��--- -
4'-1"
R-II Det nWti g1.1„I. vi=tua)l
eelBallardetail oA },{p�ejlagLs2" x 54• �" Provide auto At�hAcuw I
closer _ __ J 6
4 ,
150 Amp
P nel o
GARAGE
Or6i A.F.F.
Flat Ceding
O
Install windows thru buck Ito
block with 3/I6' tap -con with
1 1/2" penetration at L' o c. max
from each corner and 20.' o.c. max
thereafter at jambs and 20' o.c. max
Exterior face at head and sill per product approval
of wall / \ Buck to be r x 4' PT
r-----------------i
I Block wall in
�- gara a to be
1 struck block 1
4" ''I
I E BATH
/ I Rod I Shelf
8'-O" A.F.F.
Flat Ceding
SECOND m
BEDROOM
O,
EGRESS
O
C V E R D 12" x 12" concrete
(� �7 C with con rate and (2)
into lintels
4' 2"
I
in
:I
block filled
•s Vert. tie Q
6" in I
9'-0. I3'-V T-8" 2'-8" 4'-2" 5,_4"
IC BID me
is, -loll 5'-4" 3'-4" 9' 4-4° 3'-4" 9'_4
311
34'-0"
am
Attach buck to block wall 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
Exterior face 2" x L" PT Buck
of wall -� /
Ir-
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck
Windows
II lock with case hardened Walla ON ALL JAMB, HEADER, AND at each hinge and 15' ac. max and
Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail a t Door prior to door attachment
INSTALLATION
NTS NTS
Braden E Braden AIAe PA
Wynne Building Corp.
Date Drawn
Revisions :
Sheet
Architects - Planners
G E
5-23-18
5-23-18 Smoke detector revision
41'1 S.E. Coconut Avenue
The Grand C a r l t on
LEFT
Drawn by:
2
Tel : (112) 281-8258
C.C.J
Fax : (112) 281-8283
E-mail: bradenaiaocomcast.net
5 anish Lakes
P
St. Lucie County Florida
Checked b .
y
Stuart_ FL 3499L #AAC000032
D.R.B.
Op 5
Comm #
12 2�
B
J 1 1SUl"". I Ul"S/"aL- IXS"/ 11=J'
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL B. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
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 q• DESIGN LOADS ARE AS FOLLOWS:
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF
BE 3000 PSi OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I
EXPOSURE ="C"
3. POISON SOiL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. O
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
I ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, V.
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
I1. 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
15• 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.
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
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....
5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 4811
o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from 6'-O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24 o.c. unless otherwise noted (see section)
L. 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
f I t t t fi t t f revrew rior to construction
8.
a copy o so1 es o arc I ec or p
ALL Reinforcing steel shall be grade LO, meeting ASTM A -IL and
A-35 specifications. ALL Anchors to be A-30-1 steel.
9.
Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
°
i
v
#5 bar vert. w/ Thicken edge to 8"x8"
30" overlap1`1�_EE TYPICAL with concrete and
4" concrete slab
with fibermesh OR
at
each filled cell ECTIONS one #5 bar continuous VxV #10/10 WWM
on 10 and Visqueen over
clean compacted
termite treated PIII
4" concrete slab with fibermesh 0R GRADE
6"x6" #10/10 WWM on 10 and Visqueen over
clean compacted termite treated fill °D
Grade JI
IIII
—III Il) =IIII—
I
PORCH SLAB
EDGE DETAIL
I I =IIII III IIII_ '' 14'w x 14"d concrete monolithic
footing with (2) #5 bars cunt.
SCALE
1/2" = 1'-0"
f I j TYPICAL FOOTING DETAIL
_ SCALE 1/2" - I'-O
4" concrete slab with fibermesh OR
CxL" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
foundation plan
11
(2) #5 bars cont. bottom steel
to
12"
DETAIL AT GARAGE STEPDOWN
Cr`AI C 1/7" = V-
12' x 12" concrete column
block filled with concrete
and (2) #1 bars wort. tied
into lintels above ]LIVeril"g house slab
height in field
Top of rooter
I6" below finished floor
gym
MIN11
IFMMLN;-
,
Pill- 3o'
FOOTING DETAIL
SCALE
30"x30"xIL" concrete
column footing with (4)
45 bars each way
#5 bar vert. w/
30" overlap
at each filled cellffl��_EE TYPICAL
ECTIONS
Adjust curb heigght
based on gar. floor 4' concrete slab with fibermesh OR
slope. 6"xV #10/10 WWM on 10 mil Visqueen over
u5 bar in curb clean compacted termite treated fill
0'-0" e F.F.
Grade \��4 T
T17— �I
IIIII 14"w x 14"d concrete monolithic
footing with (2) #5 bars cunt.
14"
GA
RB DETAIL
SCALE 1/2" = I'-
2" x 6" PT wood secured with \
3/8"die. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRE55URES STATED NITcJ.
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
r' ao
Sinale Filled Cell Column
NTS
Filled Cell Masonry 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
Braden 4 Braden AIA, PA
Architects - Planners
411 S.E. Coconut Avenue
J1 B Tel : (112) 281-8258
Fax : (112) 281-8283
E-mail: bradenaiaecomcast.net
14'-0" er 20'-0"
PATIO/SLAB
❑° O° 1 I 1 I ❑° o o ° — — — — — °
°
f
Filled cell under
I FI ( girder above
24"
Rear Patio/Slab
I r J to be poured separate UJ
from the house slab. �y
I n
Thicken footing to
24"w x 14"d x 24"L I I
FI under filled cell I a
under girder bearing. L _O_ _ _ _ _ O _ _ _ — O °
m I Rear Patio/Slab to
U c be flush with bottom of I °
u I sliding door recess. i
b a I Slope 1/2" I i-
TU" i
I �-
o I I
I '-
I
I I'°
1 ®I
°I II
°
I
H.B. I 4" concrete slab with fibermesh OR °
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
° ID I
I
1
' o
F-
° I
I I
I
°
° I ° H.B
Ia
A/C ° r---
------ -
w.H I I
#1 1 4"* Steel Ballard FI
F5 filled w/ Concrete® I I ul
1 3 1
°I o�� 1101a�1 I°
Env I I 1
I Et!
s E a I
L— - -n I
100
ry U art
o = I I
I o:�" - _-_-I_ i _-I_-1_ 1
_-
® V o Q ° I 0 o a
I = *t v W I
' I •r�" IL
J'
x ()
14'-6" —� I I o
I t)
® Recess for
Garage Door
3'-5" 9'-O" 3'-5" 6'-2"OE Joe me
6'
12" x 12" concrete column block fille
with concrete and (2) #1 bars vent. tip
into lintels above
W-nne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County 'Florida
FOOTING
SCHEDULE
nark
am
Description
I
14'W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 1200
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x 16"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x S"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a O'-O"
Date Drawn Revisions :
5-23-18 5-23-I8 Smoke detector revision
GARAGE Drawn bg:
LEFT C.C.U.
Checked bg:
D.R.B.
Sheet Comm #
12-2�
B
OF 5
Provide #5 bars with min. 40 bar
diameters overlap into beam. Tie
Pilled call steel into continuous
beam block steel. ti
Provide 35 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/e dia,
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
i 24" o.c.)
supporting Max.
truss lag
per detail
on this sheet
ETA 20 1810
lbs. udllft
ROOT= SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5' long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX F'Igwood
4. Use nails or screws bas d on resr� re for roof' stated
in permit info box on triese pans for zone 3
Keu
Area
Ede
Field
Fastener
Max.
Pressure
Zone I
8d ring shank
45 psf
Zone 2
(,"
8d ring shank
16 psf
Zone 3
"
ed ring shank
84 psf
** Zone 3a
4"
G"
#a wood screw
112.5 psf
** Use nails or s4rews based on reure for r of stated
in permit info box on these pl�s$
ns for zone
Concrete
i Lintel
Column
Verify with Plan
x 12'
n Block
Rebar
Rebar 1,48 Bar Dia.
Min. Overlap
to Lintel Attachment
BEAM SCHEDULE
Mark !,ol
ize and Descrl Lion
Two rt>Ibeam block filled with concrete and 1 #5 bar
BIcontiineach row. Hook wart. bar over topbar with
#5 90and bar with a 10" min. lap at top bar.
Provide Cast -Crete -s
SUB-OB/OT precast --
lintel set in mortar
Min. 8' Bearing
. a.
Provide PT Buck
attached per jamb
'tads into filled cell
4' Pre -cast
Sill
Filled Call
Provide #5 bare with min. 48 bar
meters overlap in filled cell. Tie
dial call steel into continuo"
tooter steel.
. ::`ei ,:�. •'..: .�:.'r':..::%.:: ":' :::"':'r r. q oncreteCFootin
g
^: L. a,:i:' :�::' ' :...•.'Ye:;' �_ (we footer schedule
DETAIL AT WINDOW OPENING IN
Scale: I/2" = I'—o"
CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Nall 2' x 4' bloclul to vert. leg or
truce with IOd x 1.5 nails at 4' o c.
Install Simpson MGT into wall wain
5/8' dna. threaded t an, 110
into slat beam and (1re) nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS I I
"I/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 or
ASTM D Type 2 felt paper using Od nails. Substrate
to be 19/32' CDX Plywood nailed at V ol in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply 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 sale sealing washer at 12" o.c. max seating over ASTM D
(type 2) 30 lb felt underiagment installed with inn. 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 laps and two staggered 11 12' o.c. in Field. Attach
dock to trusses using attachment detail on this sheet
LINTEL SCHEDULE
Mark
W1
Unit
S� I
�astfies wn
;e•
sloci
'4
'tee I
am
Top
OZ.
Sire
Maw
LoaCluald
(PLF)
U
Lad
(PLF)
?taxLetsi
Load
(PLF)
L22
2'-2'
31-4'
DPO-OD/IT
1
85
3001
RLs1
1024
L31
2'-Lee;
'-N
4'-O'
�8-OD/rr
I
s6
a611
1343
193
L45
4'-S"
V-10'
are -vial
I
s8
IIOS
109
33,
LSO
5'-0'
L'-L"
spO-OD/IT
I
i6
r23O
O3S
121
LLO
L'-O'
1'-C
slua-OB/IT
I
as
loll
121
934
L80
O'-O'
all
OFO-I8/2T
1
a6
a
1 95
152
511
02
L10
1'-O'
Ill
WO-a6/2T
I
e6
a
$6
L43
S30
401
Lull
1'-O'
hD'-L'
OPIL-IO/aT
ONE
1
e5
2
05
a33
us
401
LI00
101-0'
If-4'
Wall1
aS
2
$5
582
M4
452
LIOOI5
Ill
Ill
VU-SAIT
ONE
1
85
2
05
134111.
1029
452
L120
Ill
13'-4'
WG-M/2T
1
a5
2
$5
411
428
324
LI208
IZ'-O'
IS'-4'
VIL-1e/2T
ONE
1
s5
2
$6
1015
110
324
LHO
W-Ow
E'-4'
OFIhIB/aT
ONE
1
#S
2
as
1250
L01
2S1
LILO
W-O'
IT-4'
Oliallil 2T
1
2
95
Soo
112
114
11.116,05
Ill
li
WU-18/2T
ONE
1
05
2
85
130
500
R4
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurncans anchor at each truss
with (10) IOd x 1 1/2' nails —
( 24' o.c.) supporting Max.
18101ba. uplift
4
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable and truss
with (2) IOd is
at each web
Aluminum Drip /
Edge t Fascia I/2' tls stucco on 3/e" hi-nb lath
attsehed to horimntsl and vartmual sa
framing with nails or stables to aravub
2' x V
Kaacan full o vent vml safnt matalled
wing 1/8' dia shank x LF long galv.
roofing nails with 3/8' dial head per
product approval - we chart sheet #1
12' x 12' concrete calman
block filled with concrete
and (2) #1 bare vert. tie
into lintels above
thicken edge to O'xO'
with concrete and
one #5 bar continuous ,
BEYOND
Top of tooter
It below finished floor
3s4 penaLrawon
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 Plush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan
—IIII IIII IIII III
IIII= III —
1111 ���IIII,� IIIIIIII=IIII
Tuwcal
Brace Gable end
with 2" x 4' SYP #2
Oft back nailed to bottom
of tap chards using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
a 24"o.c. TYPICAL
( shop drawings bg manufacturer )
�
i
X
OW
N
Fa-1°
AM
a
X0
to
Q1°
ti
d O
q
°°
o
an
V-
2N
4
r`
w
Brace Gable end
with 2" x 4" SYP #2 min.
Oft back nailed to bottom
of top chords using (2) IOd
nails at each truss
' \R-30 blown fiberglass
in bottom chord of trusses
I/2" drilwail with smooth firash
Two rows of beam block Pilled with concrete
end (1) #5 bar cunt. in each row. Substitute
precast lintel tilled with concrete and (U #5
bar cant. for bottom row over operl
1/2" drywall over I" x furringg
strips at IL" o.c. with R4.1 Pi -foil
insulation on typical 8' Block walls
All drywall to be installed per PBC R102.3.1
i and shall meet all pertaining ASTM codes.
W Mortar to be Tgpe "M' all proportioned Der FR401.1
and Mortar joints shall complyPi with FBC RL01.2.1.
Provide Dur-O-Rock at all wet areas (ax. showers, tuba etc...)
T2;
��e�l��i�i
gqo
Sol
l
VAOAMI
EI
For ps
•A
�
MA
-
NAWANNOREAVW'A
Mimi
IJill
�I
FAW AlMr
II
.II
11
II
Wffl
M
wu
LIE
IFAN
n
t�
—FO
Fe
wo
MOW
I
Fill call with concrete and ROOF
/"v A
(I) #5 bar vert. (typicaD.
'Max. spacing shall not exceed
48"unless otherwise noted
see foundation plan notes Por —OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET
see
spacing at opening' — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
L"xL" #10/10 WWM onn L 4" concrete dab hbsrmesh e— TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
mil Yiaqueen over
/clean compacted termite treated Pill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
<:..
14"III � I
Section at Front Fort
I Y
N
H
LU
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
OPTIONAL
- PANEL
"All
Poles
BR
Load
Wire
Description
arc#
clrc#
Description
Wire
Load
2
40
1.0 kw
#8
A/C camp
1
2
AHIJ
#lo
3.5 km
3
4
2
30
4.5 kw
#io
40 gal. water HTR
5
6
Ranat
86
12.0 km
a
1
20
1 1.8 kw
812
Pomp
9
10
Dr
$10
5.0 ke
Il
12
1
20
1.5 ke
$12
13
14
Dishwasher
812
1.2 ke
1
20
1.5 ka
$12
Microwave
15
IL
Refrigerator
912
1.2 ke
1
20
1.5 ka
812
Kitchen S.A.C.
n
18
Recepts
812
1
20
1.5 ka
812
Kitchen S.A.C.
i9
20
Recepts
812
1
20
l.2 kw
#12
Clothes Washer
21
22
Recepts
#12
1
20
0.81 kw
#12
Garage Dow Opener
23
24
Recepts
#12
1
20
1.4 kw
*12
26
26
Recepts
012
I
20
1.42 kw
812
21
28
Recepts
$12
1
20
#12
General Lighting
29
30
Recepts
812
-
1
20
812
General Lighting
31
32
Recepts
412
-
1
20
812
General Lighting
33
34
Exterior GFCI
212
-
1
20
812
General Lighting
35
39
Bathroom GFI
#12
-
1
20
*12
Smoke Detectors
31
38
General Lighting
$12
-
I
20
812
Bathroom GPI
39
40
General Lighting
#12
s are
11
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
TotaUWatta)
General Lighting f3. watts..eq..Pt.).........................
Refrigerator .................................................
Microwave
.................................................................
Dish Washer
Clothes..Was#lei...............................................
Water Heater.....
plater Pump
Garage, Door. Opener ..........................
1135
3
5,105
2
1,500
3,000
1
12.000
12.000
1
1,200
L200
1
1500
I 00
I
1,200
1,200
1
1,200
1200
1
5,000
5.000
1
4,500
4.500
I
1.800
1.800
1
810
810
Total Watts
31.415
First 10000 Watts e100%
1
10,000
O 000
Remainder 21.415 e40%
1
O
10.91li6
Electric Heat or A/C 10,000 965%
1
10,000
10,000
Calculated Load
Watts
io,41"
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
e
Push Button Switch
,St
Exhaust Fan
Duplex Outlet
Ceding Mounted Light
Special Receptacle
0-
Wall Mounted Light
eterpr ground faultcircuit
Light with Pull Chan (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
®
Carbon Monoxide Detector
4&
Flood Light
Q
Thermostat
®
Electrical Panel
Central Vac
8
Electrical Meter
(g
Smoke Detector
Ceiling fen
®
Television Jack
®
Telephone Jack
A x
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
I Speaker Hook -Up
❑t
Intercom
YfDt-thin
Soffit
AiC
Meter
301
163 CFM
IOxIOx4
MASTER
BEDROOM
1113 CFM
IOxlOxi
B/Ax4
CLOSE
ATH --� 4
lo' I
150 Amp
Panel
B/A
N
PATIO/SLAB
I
I
GREAT
ROOM
I
I
Center Registers
IDxbx M on ceding fan I0x10 �M
I _Z1171
t------%-
DINING
ROOM
°
I A it I
;R Al le M �-
' ATH
O ri no
- - - O - T 20td0
I
I
F l II6•
[• 22' x 64 Et > I
I Attie Aawme
L-� - -� I Q l I 232 GFM
__- 12xbx1
IL
GARAGE
r----------------- i
I I
I I
I I
I I
I I
I I
I I
®= JUNCTION BOX TO SUPPORT A FAN � � C
H
� i ,
I�
O so THERMOSTAT LOCATION I C A L L 0 IJ T
B/A = BALANCED AIR SCALE: 1/4" = 1'-0"
Electric Notes:
I. Use copper wire only, no aluminum. I1. 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 rotected. 18. All work shall be done in accordance with the N.E.C. 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 iq, The electrical system shall be completely and effectivel�t
10. sleeved in AVaCnt lines that are run thru slabs must be 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 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 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 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
SECOND
BEDROOM
I
1 B%A�
COVERED
PORCH
H.B.
Yent thru
---Hot`t;t-- -
A/C disc.
AfeedAMP
>t2/O Ahumrai'"h' Conduit
2' PVC ( FPL
2' rid service FPL t3arii5#cant. l!es�arwrin slab
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs. KTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
Exhaust Duct
Thru soffit
4" Exhaust
Duct Thru
Wall
WP GF
Install oulet A
under dl5c.i/' in
not shown or
clarity
A#/I C
Meter
MASTER
BEDROOM
i
FG
CLOSIE
OPTIONAL
PATIO/SLAB
,'Covered Pore%,
WP GFCI I I
I
1
1
I
.� smoke / Carbon G R A T
Monotade Detector R OM
Combo
I
� I
I
I
I
i
I �I
I © II
I II
I II
I II
I I GFCI DINING
-�\ I I
I_ FC \ I I
GFCI GFCI \ I 1
I� KITCHEN ---
L-----
/24" 1 3'-2" 3'-2" HIHES F
C.M. Detector
only per FBC
-. R314.3
42' GFCI ll
® w.H.
1 I A :torah ,IgA ht�
L J �L
I50 Am
}2 optra wl
Panel Ppanal lolcation
Pull ch
\ \ light in attic
42' GFCI
GARAGE
Garage
Doan
Opener
I I
I I
I I
I I
I I
I I
1 I
I I
I 1
I 1
I 1
I 1 ,
ELECTRICAL PLAN
1
/00 - - - - - -
F ul I \
OCente , \
-)
\SECO90
1 BgDROOM
Total Attic Space = 2124 sq_ ft.
Venting Ratio 1/150 = 1,4.16 sq. ft. required
Provide A Continuous Vented Soffit
WP
\ ~ COVERrw[T
r-1 - P-aRICH
SCALE: 1/4" = 1'-0"
Post Light lath
Photo call I
0
I
n
6'-3"
1..01114�
Exhaust Duct
^Thru Soffit
LU re For
Front Post
Light
Braden t Braden AIIA, PA one Building Corp. Date Drawn Revisions : Sheet
Architects - Planners 5-23-I8 5-23-18 Smoke detector revision
-411 S.E. Coconut Avenue GARAGE Drawn by:
Tel : (112) 281-8258 The Grand Carlton LEFTFax : (112) 281-8283 Spanish Lakes Checked b
E-mail: bradenaiascomcast.net S. Lucie Count Florida 9'
St"airt FL '34ACiG 2AAf`C�606'A!2 D.R.S. OF 5
Comm #
12-2�
B
A=LIF
This symbol i
given special
SAFETY WARNING A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LNGTH
ratio Life y Safety nsinst l that should be read A Do riot stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
ntion by all persons installing trusses.
I
I5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0r ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
F9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or lessAl 30' to 60' Span
60 degrees Spree er Bar
or less
♦-1 /2 —i
Fag Line span Pprox.
REFER TO BCSI
Truss must be set this way if crone used.
Truss is an a+ample, your truss may not match.
isist crane operator set4 truss this way.
Tag 4_Approx 2/3 to --,.Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A � are installed. Al
AIR HAN�L—tE=R NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
IU REPRESENTS A HANGER
Carrying Girder
For Truss to Truss
Connections see
11
hanger/connector Nails must be as
shown. Guide tabs o
schedule In engineering Domeanglenails.
p�ckage.
Carried Truss
II
SEAT i
co
TES BY CLAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 1--
upset=l/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F---
12 2.00—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
"
GARAGE LEFT
GARAGE RIGHT
The Architect's or Architect's representati
shop drawing approval is NOTves a
"double check" of the contractor,
The contractor shall remain responsible
Other honsrng field measurements and
a
pprOval covers cntena. Architect's
review of trus generai roof
structurem 9 av tPPing, and loading on
fro
their re y and uplift Foods and
ctive to
... Rradcn &Braden -` -
A.6.•A. P,A.
FABRICATION AGREEMENT
R' 8Id n wp et ems"" I ,w
b'"aaea a
wPdetlbtlntobeupgdlyrdap ,dal Wt trust plerxe,oe,q Nam k
2,All dimensions h us layout nave been w bbftft of go true,
Z Uhleds written toffs Is provtdad o cer by the undwgWsd
such w ten is "j°0aa that no p „ Tnns wttlt4t ten
to �Mpah � abgMc6ussss,�jthnee �� days Nw
tksvxY Is to sits Is the bad tW SI "or ummaryaheetbyTPI3 Wr(
A
Po+n�n ofot relN«v. t10,,�, dty'�kt daMn,y,ote aWhnnH�ofx,. uwb°
.. ««wr, al Pentuaplt 7 txlow b eds to gww one
any dian0 s am made- n
9k..leycut A $So per hox ree for mvwo u trey be rtu by 0tmm6an Tntts,
7: T enta r PURCHASE ORDER b chambers. Tnas of the stem WOW Within � or Y
rea
aeteernem a rsnotiabls Pkk invoice will be Made am canna i
cOnceming
419
bra delvery. Imrolcs May be pads ediedWed dato*bt deAvety NIM catutM acpK
. ch t WE be added pnrotg Hofaill � * made. 1-1)2 acilth e'er
6.h Weretbn MChambers Tuna etnM agreement to a1 temn hash.
du
Oha�nns7 eery"r6oahrPwd �°" Wdan0 � and allthe
e ed m
ltdabtemafs Including agomeya' qtrwlww hand tln utMatalpaad a
0. In the
a'Peymnttts a eras c ro nxµt, 'fit Pa, Np` al7eement, tlro aard.tted na,,,,mder sere nun the tills venn for any such action WM
bt Deeps r"Ponsibl�are W-Nanonal Stadani And RbIDal argedOutdaotas On .
ANso
2 NahcMataiPlate camacted_Wood Tteaft
.DATED
SIGNED
— � t
Multiple Ply trusses must be
beforefastened together per engineering
they erne se( failure to do so can result.ln roof collapge"
Temporary and Permanent bracing are required and can saw we
and PrOP" and Is the responalbNlty of the tnrss erector;
Study the contents of the IrKonnatlOn racket Included on delivery
before sat8ng trusais
iF[eaee mustbeaetand braced Per*WWI b paliend bilii-ayL
Trusses must be set plumb and square
Do not set bunks or stack of A"odl, roofing material or any .
'01►1e� cdtiCentrated loads on trusses, this can cause colic
,IIiO NOT SET TRUSSES U,'iING 77 1S / d.vr'frrr
- -- -•"-• • • ,.�++ m r n r Ku:35ES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 oleander Airienue
Fort Plerde; Floiida Uga2"6423
800-551-5932
Fort Pierce 772465,W12 'Fax T72-46t;.8711
Vero Beach M-668-2012 Stuart T1a,2863302
ur-,. 4w. �.t7AaaGCCCT1tir nU
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFIRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
I
Loading in PSF
Roof R.D.L.
_
Top Chord Live
20
.a
Top Chord Dead
7 4.2
r m
°
Bottom Chord Live
10 Non -Concurrent
NI
°
Bottom Chord Dead
110 3
m
TOTAL Load
37 7.2
o
;;
Duration Factor
1.25
R
'o
Wind Speed
'I65mph
2
_
Top Chord C.B.
Sheeting by builder.
N
m
Bottom Chord C.B.
Sheeting by builder.
,E�
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
Cn
Q
Verify DESIGN CRITERbk 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 7S �0Z
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATrACHED TO LAYOUT M11323 jggqs oaotull