HomeMy WebLinkAboutBUILDING SITE PLAN0'-(
lc d o. 5v crimpp III
wooscrews with self
(type 2) 30 lb felt
laps fastened with cc
aced L o.c. at all
eek to trusses uvnn
attached to plywood -deck using #9 x 1.5"
asher at 12' o.c. max spacing over ASTM D
rnt Installed with mm. 4 side laps and V end
instant tin caps and with 1.25" ring shank nails
two stapered row& 12" o.c. in field. Attach
sit dotal sin this sheet
coral rinished stucco bands b/S" thick cut coral
finished stucco bands
LEFT ELEVATiON
SCALE: 1/4' - r-O'
GuIP Coast Supply and MFG 6v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5"
wood screws with self sealing washer at 12" o.e. max spacing over ASTM D
(type 2) 30 lb Palt underlayment Installed with min. 4 side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nala
spaced 6 o.c, at all Iapa and two ata�go ad rows 12" 0.
in field. Attach
deck to true&ea using attachment detal on this sheet
5/8 thick x 8s w cut
oral finished stucco bands
3
5/8" thick x 8"w cut
coral finished stucco bands
ELEVATiON NOTES:
Gulf Coast Supply and MFG Sy Crimp Metal roofing FL $11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb Pelt underlayment installed with min. 4 aide laps and L" and
lap* fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6" o.c. at all Iapa and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet 1�
5/8" thick light textured
stucco on typical concrete
block construction
REAR ELEVATION
- Overhangs at I' -I unless otherwise noted on Roof Man
- Roof pitch at +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.
12
SLOPE 4
�5/8" thick light textured
stucco on typical concrete
block construction
-------------------------------------------------------------
RIGHT ELEVATION
SCALE- 1/4' - 1'-0'
Product Approval Submittal Affidavit
O"Psnft8ohadnis 8wlog Dooam, Overhead Dooee, IMNIMMDoor, lflodo AI
�Date
MA/n
Product
mom 0
Manufacturer
Gleam
Attachment method
tioa
Pressured Tests
of
1023
FL# 239.3
Single Hung
SH-ZOO
Impact
5/16"
1/4"em. ctaawmin.Ia/a�mnstratifoWasie4toPGT unc�:ipan
sadsdiitencainProductp el
+ 80.0 PSF
A
IL-0330.02
Overhead
Garage Door
Model 824y�/811
li' o"wine hey�ic
DAB
,�.� '� � r " rq nungtu. r�C'
R
10-9-21
+ 50.0/-LO.O pat
B
FL# 1604.i
Fiberglass
Dew Pro/
gmoo�th Pro
Jeld-Wen
91co 1/4' do. to on with inn 1.25' embedment at 3' max
from corners and RF1.5" o.c. max thereafter m head and ,Iambs.
-
+ 50.0 Par
C:
(�
FL# 251.5
g Glass
Door
Series 110
SGD
PGT
1" mom
Type "G5A"
114'A1a. tapcor�s w/ rim, I C?/Uosnetrat'V to p•
spar p " pr uct approve tractor all adhere
sin. 2 I/2P edge distenesa apeedrod m Product approve
± LO.O PSF
Product
�
del Mo;
Manutacturer
Attachment Method
tdon
DE
Design Pressure
of Approved Testa
Mullions
FL# 261.1
1' x 2 3/4' x .S15'
PGT
Install per fastener type and racin a shown m Table IA and IS
in product approval on sheet of 12.
± 58.0 PSF
Roof
FL# 11G51.12
5V Crimp
Metal RooPirl g
Gulf Coast Supply
and manufacturing
2& e. 5v criwip metal roofing attached to plilmood deck using #9 x 1.5'
1'""� screws uth self sealing washer at 12' oc. max spacing over ASTM D
typa 2) $0 lb felt underlatlment installed with inn. 4 side laps and r old
laps fastened with corrosion resistant tin ceps and with 1.25' sing shank nails
spend [ laps and at all land two staggered rows 12' oc. in held. Attach
lock to trusses using attachment dete-on rod plan
- 108.5 PSF
Siding
Stucco on Block
soffit
FL# 12198.3
Model TJ 12" vented
Vinyl S Pit
Kagcan
Install using 2" x 2' battens at 6' c.c. screwed to soffit framing using
#8 x 3" wood to ama at each truss. Install
Innis ring shank nad& with Aflit to battens using
dig, head,
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it by my seal below. (.Architect or Engineer of Record )
12
SLOPE 4
(��1 I� DTVSIO
ST. LUCIE COUNTY B TlA� l ��
REVIEWED FI
OR OM N
RFVIEWED BY TON ]OB
DATE T BE KE
p1ANS AND PERMIT M WILL BE MADE
SITE OR NO INSPECTI (S) RES IABLESSHOWING
ALLMANUFAOWGOMPLIAII
U FACTORS AND SHGG DE MUST
Wfffl FOG ENERGY CO
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APppOVED
NC
QpO�S�B NS
NS pN0 p�V COPRECSP51�
B'-I" T.O.B.
�P ESU EBB�,NN�DE�G�
PEp�1P NECFy$1��p�\CPe
12.. M�oMQ yw�tN�
c
`.. H. Nt�SORp�PC�{MEt�
tat,
SEA S ONS19E� ��� E
��t�CSORO
LO" = Finished Flmnr /i►
Finish Columns with
5/8" thick cut coral
finished stucco bands
SCALE: 1/4' - II
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb Pelt underlayment Installed with min. 4 side laps and C end
Ia" fastened with corrosion resistant tin caps and with 1.25" ring shank nails
rced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
k to trusses using attachment detail on this sheet
1/8' Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 lb Pelt using ad nails. Substrate
to be 19/32" CDX Plgwood nailed at 6" o c.
in field and edges with lOd ring shank galvanized
��- nails into truss webbing.
d 12
SLOPE 4
®.®..®® H.
®®®® 5/8" thick x 8% cut
F07.El ❑ coral finished stucco bands
5/8" thick x 8"w cut ®�
coral finished stucco bands
Garage Finished Floor OL
= Finished Floor JillFinish Columns with 5/8" thick light textured -0'-4" A.F.F.
ao. IV 5/8" thick cut coral stucco on typical concrete
finished stucco bands block construction
FRONT ELEVATION
2" x 4" top plate I ' 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
" x 4" studs at IL" o.c.
base -board II II / 2' x 4" P.T. bottom plate
\ 4" concrete slab with ftbermesh OR
Vxb" #10/10 WWM on L will Via
clean compacted termite treated
queen
Pill
over
interior Non -Bearing Partition
nts
Braden it Braden AIA, PA
Wynne
Building Corp.
Architects - Planners
411 S.E. Coconut Avenue
The
Grand C
Tel : (112) 281-8258
Fax : (112) 281-8283
$
anish Lakes
w E-mail: bradenaia comcast.net
Lt,IAP9t �* IeI detlt attAArrnnniI
g
Lucie
Count Florida
arlton
111 .-
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 Bulding Code Roodential: Lth Edition and ASCE 1-10 for Wind Loading
Belding Design is; Enclosed Risk Catego"ry. 9 Wind Velocity: IL5 mph ultimate
Mean Roof Height:�l'-� Root Pitch: 4:I2
Internal Pressure osilc)ent: to -in
Sub,lectabihty to damage from: Weathering: Negligible Terastes: Vera Heava
Width of Root End Zone: 3'-4' Wind Speed: IL5 mph ultimate
Wind Exposure Clasmfic Lion: C
Adjustment factor for aExposure Height: 1.21 x 0.6 - 0,12L ASp demon
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.i AWL
Components t Cladding Wind Pressure (NET) Rod Zane: 1. +20,6/-321 pat
Rod Zone: 2. + O,L/-51.0 psf
Roof Zone: 3. + .L/-84,0 pat
Components I Cladding Wall End Zone Width: 3,_4' ++��
Components I Cladding Wind Pressure (NET) Wall ma,_
ne: 4.+35.8/_ '8i.1 pet
Components I Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pat
Shear Walls Considered for Structure? Yg!
Continuous Load Path Provided? YYersa
Are Components an Cladding Deter Provided? Yes
Minimum Sal Bearing Pressure:2300 br. Presumptive: X Bu Test- pm
ROOF LIVE LOAD:.31 pd ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: 45 bd FLOOR DEAD LOAD: 10 baf
MODEL:
GARAGE
RIGHT
Date Drawn Revisions :
5-23-18 5-23-18 Smoke detector revision
Drawn by:
C.C.U.
Checked bg:
D.R_B.
St 4 ey ED
COO,
Rod Zone I nh°
Walls Zone 4
®- Rod Zone 2
Ways Zone 5
END ZONE
RCorner Zones
od Zone 3
Sheet Comm #
j . 12-21
B
FLOOR PLAN
1*� CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-On N.T.S_
I. Contractor to verify ALL notes and dimensions prior to 3stee6° high by 4" diameter
l crash past. 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 sla (3/e"t so ksi steel plate)
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch. 2�2" 21h"
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cant. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3/8" V2�2
6. Drywall at ceilings shall be leveled and attached to bottom chord
f h FB R70
o trusses wit screws per C 2.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
h" h"
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
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
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 L' P.T. Buck
block with case hail
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attad
with F.B.C. R316 - see permit info box of code edition
18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C960, C1002, C104-1,0I1-i, C1178, C1218, C1395, or C1394 and shall be installed
according to the following: (FBC R102.3.5)
Drywall
Thicknaas
Location
Orientation
Framing
Member
Max spacing
of fasteners
Nail airing options for
g p
installation of drywall into
Spacing
Nails
Screws
Maximum
wood framin. tgi members
2' x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/64" head
0.048" diameter x 1 1/4" tong
/2
annular -ringed or 5d coder nail
Rx
0.080' die 1 5/8" long with
Walla
Direction
IL"
g "
IL"
15/L4" headOR
Gfsum board nail 0.086" dia.
x 5/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
0.090' diameter x 1 3/8" long
annular -ringed or Ld coder nail
Walls
Either
IL"
a"
14"
0.042" dia. xx 1 1/8' long with
Direction
1/4" head
OR
Gypsum board nail 0.0915' dia.
x 1 1/8' with 19/64' head.
Install SGD thru buck into
block with 3/IL" tap -con with -
1 1/2" penetration at L' o.c. max.
from each corner and 20.' o.c. max
thereafter at head per product approval
Use 3/IL" tap -con with
1 1/2" penetration at L' o.c. max.
from each corner and 20" o.c. max
thereafter at sill per product appro
19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, 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 CIlrt8 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 With an accompanying smoke
developed index not to exceed 450 when tested in accordance with ,4STM E I
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MPG 5v Crimp Metal roorma FL #11651.12
21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with sell sealing washer at 12' ox. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and
laps fastened with corrosion resistant tm 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
Simpson HETA 20 or equal
hur ice a anchor at each truss 12
wit
�i (I�)) IOd x 11/2' nail& PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max 4 at 24"o.c. TYPICAL
I8101ba. uplift (shop drawings by manufacturer)
Aluminum Drip ---�" �� R-30 blown fiberglass
Edge t Fascia in bottom chord or trusses
I/2" drguall with smooth finish
2' x L" Sub -Fascia Two rows or beam block filled with concrete
end (U #5 bar cont. In each row. Substitute
Kagcan full o vent virwp wffrc installed precast lintel filled with concrete and (1) #5
using 1/0' dia shank x 1.5" long gaiv. bar cost. for bottom row over openings
roofing nails with 3/6' din. head per
product approval - we chart sheet of 1/2' drywall over In x Purringg
strips al iL" O.C. with Irrroil
insulation on typical 8" Block walls
5/ell thick light textured = All drywall to be installed per FBC R102.3.1
stucco on typical concrete Tand shall meet all pertaining ASTM codes.
block construction ro Mortar to be Type M only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Our-O-Rock at all wet areas (ex showers, tuba etc...)
#5 bar vert. w/
30" overlap FIII call with concrete and
at each filled cell (U #5 bar vert. (typicaU.
Max spacing shall not exceed
Wood 48' unless otherwise noted
Base see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Grade
IIII- i I III IIII-IIII.
with (2) "#5 bars eon mind #5
TY P I C A L SECTION transverse bars at 48" o.c.
Scale : 1/2" = 1'-0"
to Masonry Beam
nails /
Head
fixed door
sliding door
l V2"r
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 = 11,548
2' VTR
I
I
1
21' VTR
Master r JAL
Bath I I
1L ' I
2• I
Lev.
4• I 2' VTR
a
I 1
I
sin.
an / I
Kit. se* I
I
Kitchen r 1
" I
ULF
I
Lev.
s'
W.C.
Bath #2 el
s'
C.O. To septic
PLUMBING RISER
I" x G" P.T. Buck nailed to
block with case hardened nails
prior to door attachment ,
Masonry Wall
Bottom Tracl Typical Flooring
Sill Install SGD thru buck into
block with 3/I6" tap -con with
Sliding D oor Detail I penetration at In .' max.
fromom each corner and 20.` o.c. max
At Masonry Wall NTS thereafter at Jambs per product approval Jamb
Window Schedule
Mark
Size
Rough O en.
Window Description
PRESSURE ZONE
I.
4'-1 5'-3%"
543"x iI
Single Hung
ZONE 4
2.
11%"x 1I %"
15" x 43 %4"
Single Hung
ZONE 4
3.
'-2" x V-2 1/2" 1
21%2"x 385's'
Single Hung
ZONE 4
4.
4'-11 4'-2�e" 1
54%"x 54)1"
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'-O" X C-ell
41'/;'x 83%,"
Fiberglass Panel - Inning
ZONE 4
C
i'-On X 6'-8"
14" x 81 'i2" ; °vC""
Sliding Glass Door
ZONE 4
D
12'-0" X V-8"
Solid Core - Wood - L-Panel -Bi-Fold Firuslled 24' x 81 i2"
E
2'-L" X L'-se
Solid Core - Wood - L-Panel
F
5'-0" X V-8"
Solid Core - Wood - L-Panel - Si -Fold
G
X-e" x V-8" x 1 N'
Solid Core Wood, Steel, or Masonite Door
H
2'-ell X V-8"
Solid Core - Wood - L-Panel
J
2'-6' X i'-8"
Solid Core - Wood - L-Panel - Bi-Fold
K
2'-8" X 6'-8"
Sold Core - Wood - 6-Panel - Br -Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 1*1
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified bg contractor
with manufacturers specs prior to construction
IN*
34'-0"
2" 8`-6" i2 9'-6"
12' x 12" Concrete column
block Pilled with concrete and
(2) #1 bars vert. tied into
lintels above
Covered Porch
I v
8'-0" to 9'-I " A.F.F.
Vaulted eiling
GR AT
R OM
i
119'-8"
I
I I
N
8'-0" to 9'-8" A.F.I . 2" x L" knee -wall
Vaulted Ceiling I below counter top
DINING I
ROOM I ,F
I
Vomit� to be
i
3412 ' high
II'-O 3/4
High Wall
O I 3'-8"
I
H.E.
+f
O
'977
A T H
N
Rod t Shelf
C-it
If
°
O
-Uc
to
*
~u-
8'-0" A.F.F. OL
Flat Ceiling
II'-G" G'-
SECOND
o
ua
°
in
N
BEDROOM EER
u 'r
x 0 I
EGRESS
EGRESS
12'-8"
cv
Zo
MASTER
°
BEDROOM
8'-0" A.F.F. OILam
NLL
sa
Flat Ceding
Rod ' Shelf l
6'-
Ur.,� ...a..
rr C
K�ITCHEN
•
• E
I I M�01 -
I
I�
Flat
.. - .. _ '7.
EIF
O 7 M
- Isstl
aa
' J
mil
rr�
1
�J _"0 Steel Ballard
r93
_ _ qg detail on this shelf
�tie Aaass Provide autWth fight I closer
4" 150 mp
30 Panel
um I I
u u
O
O
°
Oi
e
O
in
12" x 12" cone -a
ith concrete and
into lintels
6"
a column block
(2) #1 bars Vert.
above
II'-G"
Pilled COVEREED
tied FORCIlll
G'
2"
N
°
5'-fill
4'-2"
2'-8„
2'-e„ 31-51,
3'-4"
5'-4"
30
34'-O"
GARAGE
8'-fill A.F.F. O
Flat Ceiling
O
N
r----------------- 1
Block wall in 1
garage to be
i struck block ,
® I
I
3'-5"
O
A/C O
v-
eter
Attach buck to block wall with
114" die. Elco conc screws with min.
1 1/4' penetration at 12" c.c. max
and 4" max from each corner thru
Exterior face 2" x L" PT Buck
or wall
arise
I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck
block with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15° o.c. max and
Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment
INSTALLATION
NTS NTS
Braden It Braden AIA, PA Wy nne Building Corp. Date Drawn Revisions : Sheet
Architects - Planners -5-23-18 5-23-18 Smoke detector revision
TelS.E. Coconut Avenue The Grand Carlton GARAGE RTDrawn U.
Tel ('1'12) 281-8258 C.C.U.
Fax : (112) 281-8283 "
E-mail: bradenaiaecomcast.net Spanish Lakes Checked by:
Atuwrt 1=1 "AAGIcIL Sdor�nnnn0Ao St. Lucie County Florida D.R.B. OF 5
Install ondows thru buck into
block with 3/I6" tap -con with
11/2' penetration at L" o.c. max
from each corner and 20." c.c. max
thereafter at jambe and 20" ox .c. ma
Exterior Pace at head and all per product approval
of wall -\ / \ Buck to be 1" x 4" PT
Comm #
12-21
B
eU 1 rNU1.. I Ur\/,�LL IX�../ I Z__
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
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) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E
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 1600 PSI
15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
I6. 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" = I'-O"
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 Soil 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, backfillmg and compaction is complete.
5. 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 soil treatment
Provide (2) filled cells on each side of openings from 4'-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 to construction termlcide in annular space between sleeve and pipe.
8. ALL Reinforcing steel shall be grade 40, 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/
30" overlap EE TYPICAL
at each filled call ECTIONS
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 10 and Visqueen over
clean compacted termite treated MI
Grade
T1,'• y,. � �— (III
Ifn(wconcrete
IIII—ootig with (2) #5 bars
IIE--�I
F l TYPICAL FOOTING DETAIL
SCALE 1/2" = r-a
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
o foundation plan
10" (2) #5 bars cont. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
Sidi P 1/9" = I'-n"
12' x 12' concrete column
block Pilled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of looter
16" below finished floor
Verify house slab
height in field
III
`.,. column footing concrete
5 ba
rs IIIeach wag
COLUMN FOOTING DE
It
= 1'-O"
Thicken edge to 8"xB"
with concrete and
one 45 bar continuous
4" concrete slab with fibermesh OR
Vx6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar vart. w/
30" overlap
at each filled cell SEE TYPICAL
ECTIONS
Adjust curb height
based on gar. floor 4' concrete slab with fibermesh OR
slope. 6"xV $10/10 WWM an 10 mil Visqueen over
#5 bar in curb clean compacted termite treated fill
Grade
(III I 14"w x 14"d concrete monolithic
footing with (2) #5 bars Cont.
14"
2' x V PT wood secured with \
3/8"dia. x V anchor bolt at 18' o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO BOX ON SHEET W. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
icy From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
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 it Braden AIA, PA
Architects — Planners
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
IfB E-mail: bradenaiaecomcast.net
I
o F'A I IU/SLAB 34'-0"
I
ao'-0° I I 14'-011
LITLA
. e
■■
Filled cell under
girder above
1 --- FI
FI
I
- Rear Patio/Slab
Z---to -7
I
I u! be poured separate
L ,
from the house slab.
I o
Iry
I
I Oil
I
r
Thicken footingg to
I 24"w x 14"d x Z4'L
a ° I under filled call FI I
—uICE1under girder bearing.
J
I
Rear Patio/Slab to
be Plush with bottom of
sliding door recess.
Slope 1/2"
I
I
I
I
I
32'-8"
1 1
I 4" concrete slab with fibermesh OR I
6"x4" 410/I WWM on 6 mil Visqueen over
I clean compacted termite treated fill 7
I FI 1
V
I
I
I
I
7Oo A
--
4'4 Steel Ballard I
JIM> I I Stilled w/ Concrete
�aaJ�I I -=�o I
I I I goc E I
—ol
I t! e
FI
r a — _ E
J
a
/ m o
I FI / I - �O i► `y
O L---_----�
TT _
T_T_ T- 0
I I I 1 1 O o -_
- I W
I� x
-� F 1 t — — — — Recess for 5
— " ° , , �iarage 156orT777
L_
v2" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
into lintels above
Wunne Building Corp.
The Grand C
Spanish Lakes
St. Lucie County Florida
4'-O"
A/C
0
�r
�n
I
N
FOOTING
SCHEDULE
Mark
San
Lion
1
140111
x 146D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12%
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
30"
x 30" x I6'D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"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 0'-0'
Date Drawn Revisions :
5-23-18 5-23-18 Smoke detector revision
a r l t on GARAGE �HTE Drawn bg:
C.C.U.
Checked bg:
D.R.B.
Sheet Comm #
3 12 21
OF 5
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" COX Plygwood
4. Use nails or acrews bas d on preasyre for roof stated
in permit Info box on t�iesa plans for zone 3
Kau
Area
Ede
Field
Fastener
Pr Max.
Zone 1
11
6
8d ring shank
45 psf
Zone 2
4
41t8d
ring shank
ib per
Zone 3
411
8d ring shank
84 psf
** Zone 3a
6"
6"
#8 wood screw
112.5 par
** Use nails or a4rows based on pre wire for r f stated
in permit Info box on these plans or zone
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
Pilled call steel Into continuous
beam block steel.
Provrde Cast -Crete
8U8-013/OT precast --
Intel set in mortar _
Min. 8' Bearing -- I --
Provide #5 bar set in pre -test
lintel into beam where length of
the opening calls for it.
e PT Buck
ad per ,lamb
into filled cl
4' Pre -cast
$III 1
Filled Cell
r #5 bare with win. 48 bar
rs overlap in Pilled call. Tie
ell steel into continuous
steel.
Concrete Footing
(see tooter schedule
- for exact sizes)
DETAIL AT WINDOW OPENING IN
CBS WALL Scale: 1/2" = I'-0"
SINGLE PLY REAR GIRDER TRUSS
Wall 2' x 4' bloclunp to Von. lag of
es truwith III 1.5 nails at 4' sic.
1. Verify with Plan \\
i Install Smpmon MGT into well wing
Concrete 12"x 12" .------5/e' dia. threaded rod met men. 11'
/ Lintel r_____l Column Block into Wet beam and (22) IOd nails into tress
Column
N#-I Rebar
Rebar L 48 Bar Dia.
Min. Overlap
to Lintel
TRUSS BLOCKING DETAIL
Attachment
AT
AT
GIRDER
CENTER
STRAPPING
BEARING POINT
NTS
1/8" thick light textured stucco Installed per
ASTM C 1126 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Type 2 felt paper using 8d Walla Substrate
ld
to be 19/32" COX Plywood Waled at L o.c. m held
and edges with IOd ring shank nails into etude.
C I I E D I I L E
BEAN SCHEDULE
j� l�l
Mark
Size and Desert tion
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12
2La. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
(type 2) SO lb feltt underlaymenten talled with minx 4" side over ASTM
V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced V o.c, at all lap* and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet 1`
BI
Two rows of beam block filled with concrete and 1 #5 bar
continuous In each row. Hook vert. bar over top bar with
#5 90' bend bar with a 10" min. lap at top bar.
LINTEL SCHEDULE
Mark
WNW"
unior t
W
Lintel
Sara
Cast -Crete
S heation
Rome or
ek
• q Above
Bottom
Steel
8m
op
BTtaal
Sias
l e
Wis)
Load
(PLF)
Lard Y
(PLF)
L22
2'-2'
V-6"
8F8-0111i
1
06
$064
1661
1024
L31,-L;
4'-O'
SP8-08/IT
I
BS
2SLI
063
163
1.45
4'-S'
I 6'-10"
8F0-OB/M
1
s6
uos
t04
331
LSO
V-o•
C-6'
Ewe-OB/IT
1
86
1238
838
121
LLO
6'-B•
T-L•
BF111-01 IT
1
86
108
121
534
LBO
C-o'
T-4'
SPB-I8/27
I
Of
2
06
152
541
612
L1O
Y-O'
IO'-L•
eF8-1e/2T
1
#S
2
86
643
530
401
1106
111
IC-0
SFI4-115/2T
ONE
1
$5
2
86
1683
in
401
LK)O
KY-0'
II'-4'
BPS-I8/2T
1
aS
2
06
582
444
452
LIOOB
KY-0'
W-4'
8Fl6-Si/1T
ONE
I 1
0
1 2
86
is"
RIM
462
L120
IZ'-O'
IV-4'
SFB-IB/2T
I
s6
2
86
411
428
$24
L1208
12'-O'
IS'-4'
9PI6-0/2T
ONE
I
If
2
86
1015
110
324
LMO
IY-O"
IW-4'
8FI6-I8/2T
ONE
1
85
2
85
I260
LO1
25,
LIAO
I6'-O'
IT-4' 1
8PB-18/27
1
#6
2
a6
Soo
1`12
n4
LYAB
W-Oa
11'-4• 1
BFIL-1115/2T
ONE
1
#5
2
s6 1
'150
$00
n4
- 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 K-O" LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or equal
hurricane anchor at ach truss
wit fi (10) IOd x I I/ nails -
( 24' cc.) suppporting Max.
1810lbs. aplift
41 12
Aluminum Drip
Edge t Fascia
Flash and Counter
flesh
Nail ledger to
gable and truss
with (2) IOd da
at each web
Aluminum Drip
Edge t Fascia 1/2' tlwc stucco on 3/e' IN —rib With
attached to horaantel end vertical m,
12° framala Nth nods a stasles to wend
2"xV
Kayean full o vent vimpl soffit installed
urn 1/8' din shank x 1.5' long gale.
roofping nods with 3/8' dia. head per
product approval — we chart sheet #1
12' x 12' concrete column
block filed with concrete
and (2) #1 bare vert, tin
into lintel& above
thicken edge to 8'x8'
with concrete and
one #5 bar continuous 1
BEYOND
Top of tooter
IL" below finished floor
:/-J- penetration
members
5/8' thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar vart. w/
30' overlap
at each filled cell
Rear Patio/Slab to
be Plush with bottom of
sliding door recess.
SS
1 SI --I Stop per foundation plan
1 ! 11 C3 Slope per foundation plan ;r
Brace Gable and
with 2' x 4' SYP #2
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEERED WOOD TRUSSES
a 24"o.c. TYPICAL
( shop drawings bg manufacturer )
\R-30 blown fiberglass
in bottom chord of trusses
-1/2' drywall with smooth finish
Two rows of beam block filled with concrete
_and (U #5 bar coot. in each row. Substitute
precast lintel filled with concrete and (U #5
or Cont. for bottom row over openings
1/2" drywall over I" x Purring
-strips at IL" o.c. with R4.1 fi-foil
-insulation on typical 8" Block walls
All drgwall to be installed per FBC RI02.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type 'M" only proportioned er FBC RLOI.I
and Mortar joints &hall comply wlfh FBC R60I.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...)
fV
W
04
to LU
� X
ga
4J
C4
CY
H 1° n a
a
= t w m
IS
,a 1p p O
(V
s
l
Simpson
HETA 20
Strap
truss to wall wain Simpson
MGT with
hurricane anchor at each truss
5/e" die.
threaded rod with min 12"
embedment
I 24" o.c.)
May-
su Ortln Max
PP 9
into
(22)
beam either wet set or in
IOd nails Into truse. Add
epoxy with
blocking to
1810
lbs. uplift ETA 20
1
truss leg per detail on
this sheet
In
-W* 411 FA
1��Omii
I000111111111111
woo screws with self scaling wi,�sher
at 12' o.c. max aDacing over ASTM D
e 2) 30 lb felt umderlailmait
installed with min. 4' side laps and V end
I'atbp fastened with corrosion re.:atant
tin cap* and with__IaV_� shank nails
'i
INS
IF"
Brace Gable end
with 2" x 4" SYP #2 min.
mart back nailed to bottom
or top chords using (2) IOd
nails at each truss
Fill cell with concrete and#5 bar vert. ftgpical).
O f�
ROOF:
Max.
nexceed
Wood
gaBG
unlessnotherlwise
see plan noise for
— OVERHANGS AT I'—O" UNLESS OTHERWISE
NOTED ON THIS SHEET
J
ngandation
spacing at openings
4" concrete slab with fibermeah OR
— ROOF PITCH AT 4:12 UNLESS OTHERWISE
NOTED ON THIS SHEET
L"x6" #10/10 wWM on L mil Visqueen over
- TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated Pill
— ANY CHANGES To THIS PLAN SHALL BE
SUBMITTED TO THE
IIIIIII1 I I I=III— 1 -'`` �� III I III I I —,III I—
=�-
�;:`-•..:'.�-
- _ Ili, IIII IIII 14" �1
Tuwcal Section at Front
F) or c
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
PANEL
"A"
Poles
SR
Load
Wire
Description
cmc#
cmc#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#8
A/C camp
1
2
AHU
#10
3.5 kw
30
2
3
4
2
30
4.6 kw
#10
40 gal. water HTR
5
L
Raw
#L
12.0 kw
50
2
a
1
20
1.8 kw
$12
Pemp
9
10
1 Dr er
#10
6.0 ke
30
2
11
12
1
20
1.5 kw
912
13
14
Dishwasher
#12
1.2 ka
20
1
1
20
1.5 ks
#12
Microwave
IS
14
Rerrigerator
812
1.2 km
20
1
1
20
1.5 kw
#12
Kitchen S.A.G.
11
18
Recepts
812
-
20
1
1
20
1.5 kw
#12
Kitchen S.A.G.
19
20
Recepts
#12
-
20
1
I
120
1.2 kw
#12
Clothes Washer
21
22
Recepts
#12
-
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Racsipts
$12
-
20
1
1
20
1.4 kw
#12
26
26
Recepts
$12
-
20
1
1
20
1.92 kw
#12
21
28
Recepts
$12
20
1
1
20
812
General Lighting
Z9
3o
Recapts
$12
-
20
1
-
1
20
#12
General Lighting
31
32
Recepts
#12
-
20
1
-
1
20
412
General Lighting
33
34
Exterior GFCI
$12
-
20
1
-
1
20
#12
General Lighting 1
35
36
Bathroom GFI
#12
-
20
1
-
1
20
#12
Smoke Detectors
3,
38
General Lighting
812
-
20
1
-
1
20
#12
Bathroom GFI
39
40
General Lighting
#12
20
I
-
s are
11
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting f3 watts ag. ft,)
.Smell. Appliance Circult(s) .. . .............. .. .
Ran e
Refr{gerator ...
Microwave . , .. , .
Dish .Washer . ................................................
�rlothes„lUaaher...............................................
�lothea.,Drger...............................................
Water Heater
Waior Pump .... ......... .................. .........
Garage. Door. Opener
1135
3
5a05
2
11500
3,000
1
12,000
12,000
1
1200
1200
I
IS00
1,500
1
1.200
1200
I
1,200
1,200
1
5,000
5 000
I
4.500
1.800
4.500
1
1800
1
810
810
Total Watts
31,415
First 10000 Watts e100%
1
10.000
10.000
Remainder 21.415 e40%
1
O
101166
Electric Heat or A/C 10.000 01
1
10,000
10.000
Calculated Load
Watts
30,11#6
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 124.03
Panel Size Required = 150 Amps
Electrical S mbol Le end
S
single Palo Switch
®
Recessed Can Light
%%
Double Palo Switch
®
Elloball Recessed
Ps
Push button Switch
Exhaust Fan
-09
Duplex Outlet
¢
Calling Mounted Light
Special Receptacle
0-
Wall Mounted Light
W= ground fault circuitin
Light with Pull Chain (attic)
®
Floor Duplex Outlet
@
Computer Connection Jack
®
Carbon Monoxide Detector
4t?
Flood Light
(57
Thermostat
®
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Cenhng fan
®
Television Jack
®
Telephone Jack
q Disc
A/C Disconnect
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
❑I
Intercom
H.13T
Vent thru___
PJ' OTFit
PATIO/SLAB
I
I
CAR EAT
RG OM
I
I
I
Center
1641
CF lanR hntrann IL1 xl0
DINING
ROOM
IN
AT
232 CFM
12xLx9
SECOND
BEDROOM
t
12xI2x9 i
b/A 1�
1211
of
11.9 CFM
IOxdox g
MASTER
BEDROOM
IL3 CFM
IOxdox i
� r•s
ra
123d2xallA
°
LOSET
'w'#
"x4
L- - - -
a x4
/'-
34 M
r---T
' 7 I
BAT
°
I i0•
r
?
I,
xAaawa
Attu
1
L
-- _ J
T1 - JI
L__mJ
COVERED
PORCH
®= JUNCTION BOX TO SUPPORT A FAN THERMOSTAT LOCATION MEC��ANICAL
LA*NrOU7
B/A = BALANCED AIR
Electric Notes: SCALE: 1/4" = 1'-0"
I. Use copper wire Only, no aluminum. 11. It is not the intent of these plans to show every minor detail
2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install
3. Contractor to verify location of electrical all items for a complete electrical system and provide all
service and provider, the requirements necessary for the equipment to be placed in
4. ALL paddle fans shall be on a rheostat. proper working order.
S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and
L. ALL exterior outlets to be WP/GFI protect&d. 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 RMI402 19. The electrical system shall be completely and effectivelg
10. A/C Refri Krc 9 q 9ant lines that are run thru slabs must be
sleeved in rounded sa required b the latest edition of the N.E.C.
11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters'
12. All work shall be performed by a licensed electrical labels where applicable.
contractor, the completed system shall be fully operative.
13. Contractor shall pay for all Tees, 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 by others.
duration of the work.
14. 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
150 Amp
Panel
GARAGE
r----------------- i
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
1 I
I I
A/C disc.
AMP
Iti2/O n wit uin feedMCIS
I �%" Con wit PANEL
TE
AHU
2` PVC l FPL
2" rigid service PPL Bare #L a wee
Lo #5 come ar 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
--- Y-ant_thu.L
Soffit
eter
Braden it
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaiaecomcast.net
H.B.
Exhaust Duct
Thru Soffit -
Wire For
Front Post
Light
,/C`overed Porch
1
1 1
I �
MASTER
BEDROOM
WP GFCf` /
I /
I /
r /
L:F R A T Smoke / Carbon - -
R0 M Monoxide Detector
Combo \
I
I MMIN
I
I _
-
I1 I
II I
DINING I GFCI /'
ROOM , ---T
G CI ,t{ / FCI GFCI
100,
-4 I \N
S i ----- KITCHEN I
C HIMEs C.M.etector 3'-2" 3'-2" 1 24"
r FBC 1-
10 M irkA
/®` 1
!/ Ner
i 1
COND
BEDROOM
/
B
y/
GFCI
\ P OR'C Pf YER
I -I /
Jb-h GFCI
«xx,�e I
optional PR 1560 Amp
panel location I / Panel
Pull chain /
light in attics /
42"h GFCI Y
GARAGE
Garage
Door
Opener
I I
I I
I l
I I
I I
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
WP GFCI
A/C
eter
Install oulet
under disc.
shown Far
clarity
ELECTRICAL PLAN
SCALE: I/1" = I'-O"
L'-3"
0
I
N
Ulynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
L� with
Total Attic Space = 2124 sq. ft.
Venting Ratio 1/150 = 14.16 sq. ft. required
Provide A Continuous Vented Soffit
Date Drawn : Revisions :
5-23-18 5-23-16 Smoke detector revision
GARAGE Drawn by:
RIGHT C.C.U.
Checked by:
D.R.B.
Sheet Comm #
-� 12-21
B
OF 5
e
®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
15PAGING NOTE
ALL TRUSSES ARE TO 8E SET
AT 2'-O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® I I IF MULTIPLE PLY. A
F-9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
.1 1,21�
J g Line span ipprox.
REFER TOIBCSI
Truss must be set this bay if crane used.
Tmss is an example. your trues) may not match.
isist crone operator set4 truss this way.
30' to 60' Span A
Spreader Bar
'ag �_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 Ioaad bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed. A&
-11
AIR HANt�LEtF� IVOTtE=
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
hanger/connector 'rNalismustbeas
I de tabs
schedule In engineeringe nails.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
tl)
Cl)
12
4.00 I—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 I-
77
12 2.00 8-1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
®
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF
17' - 23' IN L=NGTH
A
Do not stand on trusses until they are braced per BCSI
& properly nailed to
straps &
hangers
GARAGE LEFT
GARAGE RIGHT
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check•• of the contractor.
The contractor shelf ronTain responsible
for checking field measurements and
other construction rri;aria. Architect's approval covers gene,alroofshitec
review of truss st ping and loading on
structure from gr i{i{' and uplift loads and
their re. ..r .._ .
Braden A.l.,
Ial dewlpainatna-- w rnw/1SigEg1�{pa�ftNED
properly where ar o-wa„ wa M M4aed � .
1:. TNeaee WE be mode In etrltt •....,•. --�`—
Ndlbtlte io o authorhy for ftwinlning.su ceesm li bit4 titre Pieveti to dleDrartt b
2. Ar dlmenekm to ads layout haw been MvIded by waned toy motion ear ttt.eee,
9d delivery the u' rxWotice*Wtsd ags. an d "r" to Tnrs w ithn tsn
begin w'�'repalta" MgAvd. ootim 'a r Ch.rnbera rntos eno boheNgm WIN bebi��y�t" amch e
urMenpned o oarecbt.eeiN. n Citantbe e; oPa3n. dare to ■
t The adopw+eB the noalpt a'scsI t•at• f• ' b to Job .ne, R ie the �'°re'^sewerlbap. i ar Job�,b :m�`?'
tit'-err,Qlwnbsra rn,a h.. m.
The III Is responsiblip
In!" Will be resporelibi,
Iter
e bgcww)ob oft Is not "roe � �p'emb.d e m ns
e. Paee u eiwtw o-r perepravit 7 b' ekt�'w Doeu low due m Mp 'ifte°dmtddoned�?rY a tnnw.
th
In
Wi Isybtit. A $n0 per houriae for ne lion msy be rat to char O by {,,�wdreeee ara,nade M
"aaraelaent a reasonable pace• invoke wry ORDER to �" Tmee a the earn speed ta, ta
ar U
dabeey a MwkeW htmaee. The rind scheduled ifatee deeway buyer cetutot teaft artM
anomayy fa torrp n ev�d a°Bu t0 Dar Chambers.Tpre reeeonebb
• &'�Slpnaturo or INtlW e1 earn. not pekfiwdydn trrrn1)"Mant not tlnpN merle. t•1!t !6 per ngntb se1Nc
P: in conskleration a Cli mbera T�m wile wg ghee ap"we'd to ar tom. he ebt,
Ch a Tnm by any ardq PRYMent when due and for � bmeblodli m Owed �to
reclablo . na ■ttm"'a ffeea,°q Os In �t u`Maslp"°d •yree is Poi. ems,
Inrdabkdrrrse htdudl .
MlOnt for metww be mean by the
PVpWft 10' in am .Vent M ROherein Y nW®aon concerning oft � . tlr sent.1toNahed hereundef
Dr
Saha ►Ode C' CO �.,FOWL' aw Dedlea KVee art IMo ople Vemro for ary each action, M
11. Deeign "MOW" Sb rds d And ReMnlateMed Outderrre tAt
tanporrlWBtiu For Contbudbn Uebte Metal Plate Carrteded Wood Tn.aes
VdSyiPlIrV1'CA4-20o2— .
wTm '
_--__-iT,.�r^+ w.a,alis'DPteuertt>ItayBdprtu�a,
= UPMPIe Ply tuaaoa must be f"—f aned together per engineerin
before they are set; re
failure to do so can sultin roof coils g
m T®Porary tine! Permanent bracptfe.
ing are required and can save Iffe
and Property and Is the rgelgonsibiltty of the buss erector.
Study the contents of the Information Packet Included on delivery
before setting trusses.
liltsemmustbesetattdbracedperdegplioPererti>r &dtinapa
T^usess must be set Plumb and square
Do rrob'set boob or stack of Plywood, roofing W&rlal or any .. Other adhCentrated load... fr•...... It-
- Dv NOT SET TRL
USE LAYOUT DI].II/M
CHAMBE
rS LA
SET TI
RS 1 RU68 INC
3105 Oleander Ajonue
Fort Plerdei Fldrlda MI82.6423
800-551.59312
Fort Pierce 772072
Vero Beach 772�59"2012 Fax -48b 8717
nuwuecocrorbt M:
tzsrra77
24863802 . .
92.0/93.2 MIEK 4.2
DESIGN CRITERIA
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
T
I
Loading in PSF
Roof R.D.L.
Top Chord Live
20
m
c
To Chord Dead
p
7 4.2
t
c
Bottom Chord Live
10 Non -Concurrent
E C1
*-
Bottom Chord Dead
10 3
`
m `
TOTAL Load
37 7.2
a
Duration Factor
1.25
R
c
Wind Speed
165mph
to
Top Chord C.B.
Sheeting by builder.
y
to
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14'-0"
U
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA show ri above with the
building department and your engineer.
Design Criteria is the responsibility of the
cnambers 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: 75&77
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 l v, 1/4 aa���