HomeMy WebLinkAboutBuilding PlansMjuas386ggo,'* d
pugUAxdaO
019p0%
03020
Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #IIL51.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5"
wood screws with self sealing washer at 12" o.c. max spacing over A5TM D
(type 2) 30 lb Felt underlayment Installed with min. 4' side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
abed V. o.c. at all laps�amd-twoJs`aggered`rowsL 12` o.c. in field. Attach
12"
5/8" thick light textured O O
stucco on typical concrete
block construction
12"
A.
01
We
Finish Columns with 5/8" thick x 8"w cut
5/8" thick cut coral I coral finished stucco bands
H
finished stucco bands R i G T E LE V AT I O N
SCALE: 1/4' - 1'-0'
ELEVATION MOTES:
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
24 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 A5TM D
(type 2) 30 lb felt underlayment Installed with min. 4 side laps and L" 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 rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
"'r `" ,.v I-WIu• S6uGGC7 Uri LIJ.PIGQI GUric-Tal.tr
finished stucco bands block construction
REAR ELEVATION
SCALE: 1/4" = 1'-0'
/8" thick x 8% cut
)ral finished stucco bands
— Overhangs at 1'-0" unless otherwise noted on Roof Plan
— Roof Itch at 4:12 unless otherwise noted
/� p Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12
Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #11451.12 — Any changes to this plan shall be submitted t0 the architect wood
ga. re crimp metal sling attached 2" plywood deck using #9 x 1.5"
PP 9 P wood screws with self sealing washer at 12" o.c. max s acingover ASTM D
2L ge. Sv crimp metal roofing attached to plywood -deck using #9 x I.5" (type 2) 30 Ib felt underlayment installed with min. 4' side laps and L" end
wood screws with self sealing washer at 12" o.c. max a acing over ASTM D f or approval in writing prior to starting construction.
e pp g p g laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wads
(type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end /� I I Stucco
Window
II spaced L" o.e. at all laps and two staggered rows 12" o.c. in field. Attach
laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails — Return ALL !- S t UC e O Bands into W I n d ow Or Door. clack to trusses using attachment detail on this sheet
spaced 4"
o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX PI wood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
12 "� SLOPE
4 SLOPE
8'-I' T.O.B.
12" 12„
JL 8'-1" T.O.B. H.
H.
° 5/8" thick x 8"w cut �.... H. 5/8" thick x 8"w cut
3 coral finished stucco bands 3 coral finished stucco bands ®® ®® e - O
/8" thick x 8"w cut
®®®® coral finished stucco bands
5/8" thick light textured
stucco on typical concrete ®®®
block construction
—/
'- " Finished — — — — — — — — — — 5/8" thlck light�textur�edd Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — StUCCo on typical concrete 5Inls Co umns with
8" thick cut coral
block construction finished stucco bands
LEFT ELEVATiON
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, lllndows & Skylights
g
rA
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
TT
TEST
Da
Design Pressure
of Approved Testa
FL# 239.9
Single Hung
SH-1100A
PGT
5/16"
1/4' la. tape a w/ min. 1
space per pro uct approval.
min. edgedistances specified
3/8' penetrati t,o e
Contractor 'eall a here to
in Product approval
+ 45.01-80.0 PS
I4-0330.02
Overhead
Garage Door
Model 824/ell
9'-4" max. width
IL'-O" max height
DAB
th
i"s "�,re.her s/ha• : i HIM HLC s:.ve MAW.od raw t Ir
tyi ssI :°ilvi. fait 4' ridpao chateA.°'n'a"o�°�r`re�`eiirn nns
nn. of i.s Nee detenee - GC to etimtie edMto to srodlet approval
VIL' ea riser arts.
10-9-21
+ 50.0/-GO.O psF
B
FL# ILGl4_I
Fiberglass
smoDesoth Pro
Jeld-Wen
FrIco 1/4' din
om corners and�7.5" o.c. max. thereafter In head and jambs.
+ 50.0 PSF
C
FL# 251.4
SlidingGlass
Door
Series 110
SGp
PGT
nom
Type
1/4' dia. tapcata w/ min. 1 I /4" penetration to be
spaced
spaced per pr uct approve. Contractor shall adhere to
2 I/2" edge distances specified in Product approval
+ LO.O PSF
—
Product
NOA/FL
AMBER
Model #
Manufacturer
Attachment Method
'zs�ST ation
Da �{{eee
Design Pressure
of Approved Teats
MullionsInstall
FLU 241.1
1" x 2 3/4" x .315'
PGT
per fastener tgpe and spacings shown in Table IA and IB
in product approval on sheet 6 of 12.
+ 58.0 PSF
Roof
FL# 11451.12
5V Crim P
Metal Roofing
Gulf Coast Supply
and manufacturing
2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
rood screws with self sealing washer at 12' o.c. max spacing over ASTM D
ftgpe 2) 30 Ib felt underlageent Installed with min. 4 side laps and L' and
laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails
apacad L o.c. at all Ids and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on roof plan
- 108.5 PSF
Siding
stucco on Block
Soffit
FL# 12198.3
Model T4 12" vented
Vinyl Soffit
Kaycan
Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using
#e x 3" wood screws at each truss. Install soffit to battens using
0,12' dia. x 1.5' Iona rind shank nails with 3/8' dia, heal
+55.0/-35.0 PSF
Hurricane
Panels
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record
SCALE: 1/4" = 1'-0'
2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at IL" o.c.
base -board 11 11 i 2 x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
VxV #10/10 WWM on L mil Vnueen over
clean compacted termite treated fill
nterior Non—Bearinci Partition
s
FRONT ELEVATiON
SCALE: 1/4" = 1'-0'
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 is: Enclosed Risk Categorg: 11 Wind Velocity: IL5 mph ultimate
Mean
Roof Height: II'—O" Roof Pitch: 4:12
PY9
Internal Pressure Coariicent: to -is
SubJectabdity to damage from: Weathering: Negligible Termites: Veru Heavy
Width of Roof End Zone: 3'_4" Wind Speed: I65 mph ultimate
Exposure Classification: C
�dWind
ITCH
1.21 x O.L = 0.126
Adjustment factor for Exposure Height: ASD design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.gWL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 per
Roof Zone: 2. +20.L/-51.0 pal
Roof Zone: 3. +20.4/-84.0 psF
Components it Cladding Wall End Zone Width: 3'-4-
Components it Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 par
0 = Roof Zone I
Wall Zone: 5. +35.8/-41.8 paf
Walls Zone 4
Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf
Shear Walla Considered for Structure? Yes
® = Roof Zone 2
Continuous Load Path Provided? Yes
Walls Zone 5
Are Components an Cladding Deis Provided? Yes
END ZONE
Minimum Sal Bearing Pressure: 2,500 pal, Presumptive: X By Test: pot
SEE PRODUCT AP ROYAL FOR IMPACT PROTECTION FOR OPENINGS
= Corner Zones
Roof Zone 3
ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 paf
FLOOR LIVE LOAD: _'ff__ par FLOOR DEAD LOAD: IO of
JOB ADDRESS: � Sr-F.., CQm.In0 R e a I
FLOOR PLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = 1'-0"
N.T.S.
1. Contractor to verif ALL notes and dimensions prior to
y p
36 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
slab (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.`31
4. No dissimilar metals to touch.
22' 21h"
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
%2 %2"
ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to
M
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L. Drywall at ceilings shall be leveled and attached to bottom chord
113/8" 46 2%"
4" v
of trusses with screws per FBC R102.3.5.
o ° 2�
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.
11.
Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12.
Lowest finished floor to be set by 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
R302.9.2
11.
All exposed attic insulation materials installed on attic floors shall have a critical radiant
I" L" P.T. Buck
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
x
block with case hari
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attacl
with F.B.C. R316 - see permit info box of code edition
18.
Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
C1396 be
C40, C1002, C1041,C1111, C1118, C1218, C1395, or and shall installed
according to the following: (FBC R102.3.5)
Dr
Thicwall kness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Nail sizing options for
dryywall into
Spacing
installation of
Nails
Screws
Maximum
wood framing members
2"
x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" long with 19/L4" head
0.098" diameter x 1 1/4" long
annular -ringed or 5d cooler nail
i2
OR
Walls
Either
IL"
all
10
0.080" dia. xx 1 5/8" long with
Direction
15/64" head
OR
Ggpsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 1 5/8" long with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or Ld cooler nail
e
0.092" dia. xR 1 -1/8" long with
Walls
Either
16"
8'
IL"
Direction
1/4" head
OR
Ggpsum board nail 0.0915" die.
x 1 1/8" with 19/64" head.
Install SGD thru buck into
block with 3/IL" tap -con with _J
1 1/2" penetration at C o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3/14" 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 a2prc
19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A136.1 and A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
21. Insulation including facings such as retarders or vapor permeable members installed
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84.
Insulation shall comply with F.B.C. R316.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II01.12
26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and L" and
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. ai 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
hurricane anchor at each truss 12
with (10) lad x 1 1/2" nails PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL
1810lbs. up-irt (shop drawings by manufacturer)
xxxxxx
Aluminum Drip R-30 blown fiberglass
Edge i Fascia in bottom chord of trusses
1/2' drywall with smooth finish
2" x L" 5ub-Fascia Two rows of beam block filled with concrete
and (1) #5 bar cont. in each row. Substitute
Kagcan full o vent vm9l soffit installed precast lintel filled with concrete and (l) #5
using 1/8' die shank x 15" long gale. bar cunt. for bottom row over openings
roofing nails with 3/e" dia. head per
product approval - see chart sheet #1 1/2" drywall over I" x furringg
strips ai 14" o.c. with R4.1 PI -roll
-insulation on typical 8" Block walls
5/8" thick light textured All drywall to be installed per FBC R102.3.1
stucco on typical concrete T and shall meet all pertaining ASTM codes.
block construction cc Mortar to be Type M only proportioned per FBC RLOl.1
and Mortar Jonts shall comply with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar vartoverlap
w/
30" overlap Fill cell with concrete and
at each filled cell (I) #5 bar vert. (typical).
Max. spacing shall not exceed
Wood 48" unless otherwise noted
see foundation plan notes for
ase spacing at openings
4" concrete slab with fibermesh OR
L"xL" 410/10 WWM on L mil Visqueen over
clean compacted termite treated fill
awill
_
Grade -�
IIIII�II-
-1II_I-IIII IIII-II III �-
1 l I; l I I -I I I-1-IIII I I l I 114w x 18 Concrete footing
-IIII I I I IIII IIII I with (2) #5 bars Cont. and #5
14" transverse bars at 48" o.c.
TYFICAL SECTION
Scale : 1/2" = 1'-0"
to
Masonry Beam
/
nods
Head
fixed door
slidingdoor
I I/2" I
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
I 12"
/ O
' f 12„ I MASTER
BATH
LAV-1
r
LAV-1 2„
I „
WM-I 2a
we-1 2"
2" LAUNDRY 3" 2"
2" 1 2" AAV J112' VTR
3„ BT-I 3„ s-I 1--
I
2, KTICHEN 2" 1
2„ LAv-I
3" 2„
2"
3" we-1 BATH #2
PLUMBING RISER 3
I" x V P.T. Buck nailed to
block with case hardened nails
prior to door attachment \
Masonry Wall
Bottom Track --Typical Flooring
Sill- Install SGD thru buck into
block with 3/I4" tap -con with
S I I d i n g D OOr D e t a I 1 I openetration at L" " max.
from m each corner and 20.." o.c. max
At Macnnrii Illall NTS thereafter at Jambs per product approvaIjamb
UJindow
Schedule
Mark
Size
Rough Open.
Window Descrl tion
PRESSURE ZONE
I.
4'-5%8"x 5'-3 ia"
54%a"x 43%4"
Single Hung
ZONE 4
2.
C-24"x 5'-3 %"
15" x L3 %4"
Single Hung
ZONE 4
3.
2'-2" x V-2 1/2"
21%2"x 38%a'
Single Hung
ZONE 4
4.
4'-5Y."x 4'-2%"
I 544"x 54Ye"
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet I
ALL
windows in bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
with
manufacturer 5 specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
T-o" X T-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X C-8"
41 %4"x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
L'-O" X L'-8"
14" x 81 %2" or r essat°"
Sliding Glass Door
ZONE 4
D
2'-0" X C-8"
Solid Core - Wood
- L-Panel -Bi-Fold
Finished 24" x 81 %2"
E
2'-L" X 4'-8"
Solid Core - Wood
- is -Panel
F
5'-0" X L'-8"
Solid Core - Wood
- L-Panel - Bi-Fold
G
2'-8" x C-8" x 1N'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X C-8"
Solid Core - Wood
- L-Panel
J
2'-4," X L'-8"
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 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
To Septic
m
U
0
IN
l
W
O O
V
9'-6"
OPTIONAL
PATIO/SLAB
e'-6" 112"
12" x 12" Concrete column /
block filled with concrete and
(2) #1 bare vert. tied into
lintels above
Covered Porch
VIM.&
UJ
EE
E O ° O O
MASTER
CO
BEDROOM
a'-o" tot T-a" A.F.F.
8'-0"
A.F.F.
Vaulte Ceiling
Flat Ceiling
GREAT
ROM
I
I
Rod t
!shelf
L'-O"
19'-8"
I
I sr
M
Vanity to
a i°
I t
I <r
34 Y2"h19
a
I to
tv
o
C L O
E
1
I
O
W
2" x L" knee -wall 8'-O" to 9'-a" A.F.F.
below counter top
rr
r
1
I Vaulted Ceiling
DINING
eNE
Rod 8
Shelf J
all
ROOM
I DW-
' ��'
\\\
BATH
o `�
\ I Vanity to be
34 12 " high
c
1„Wall 9 y4" II'-O 3/4„
rd,
KITCHEN
H 9
i
"
e'-O" A.F.F.
isver-hang - -
d
Q
-
Flat Ceding
Upper cabinets to
D
E�5
ext nd over Ref.
R C)
H
GI
emny -
ly�,r
-
-I
O
'J_t#1
/C
I__I
E
" R-II Batts Inedati/_ w.l„I,
4 Steel Ballard
See detail op thia_shee.L
22" x 54"
Provide auto Attic Ace*"
closer I _ with light _ I 8
JJ i
W 1
1
LJ
W, in
O
22" �-
Meter
150
Panel
Amp a
m
rc
4" _Os
VG
GARAGE
E
ESSIN Y
i+1
C11
O
O
n
'-4" A.F.F.
Flat Ceiling
O °
MT C
E
r-
O
r----------------- i
Block wall in
`r I garage to be
struck block
i I I
I
® I
3'-5"
Install windows thru buck into
block with 3/16" tap -con with
1 1/2" penetration at V 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 I" x 4" PT
Rod t Shelf
e'-O" A.F.F.
Flat Ceiling
SECOND
Eq
BEDROOM n
Ll
i
EGRESS O
° o ° E mEa
0
C
V E R
D
12" x 12" concrete olumn block filled
0 R C
with con rete and (2) 1 bars vert. tie
O
into lintels bove
in
1
3'-5" T-8" 2'-8"
I"x4" P.T. Buck nailed to INSTALL YULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
Detail Cat Windows prior to window attachment SILL BLOCK PRiOR TO BUCK D etal I at Door
INSTALLATION
NTS
Braden t Braden AIA, FA Wynne Building Corp. Date Drawn: Revisions:
Architects - Planners GARAGE 3-31-20
3'-4"
Exterior face
4'-2" � 5'-4"
9'-6"
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
2" x V PT Buck
109
#8 Wood screws thru jamb into buck
at each hinge and 15' o.c. max and
prior to door attachment
NTS
Sheet Comm #
411 S.E. Coconut Avenue LEFT Drawn by: REVIEWED FOR
Tel : (112) 281-8258 The Grand Carlton 65 El 2 "
Fax : (112) 281-8283 Camino Real C.C.U. CODE COMPLIANCE
15 E-mail: bradenaia0comcast.net Spanish Lakes Checked by: ST" LUCIE COUNTY
St Lucie C nt FI d
Stuart. FL 34994 UAAC000032 ou y orI a D.R.B.
OF 9
`7 1 1`�UI l.11`�Nl/�L IXk%/ I I_-J:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3. POISON SOIL AND COVER W/ 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.
S LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
FOUNDATiON FLAN
8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
9. DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
IL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide.
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 2-4" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey — Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 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.
bar overlap
w/
30" overlap Fill cell with concrete and hflld (1) #5 bar vert. (tgpicaU. Thicken edge to 8"x8"
t
SCALE: 1/4" = 1'-0"
Termite Protection for New
Construction.
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agrrculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
a eac i e c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR
Wood 48" unless otherwise noted one #5 bar continuous 6"xV 410/10 WWM on 10 mil Visqueen over
Base see foundation plan notes for clean compacted termite treated fill
spacing at openings
4" concrete slab with fibermesh OR GRADE
611x6" #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill —III
:Grade m — —III-
-1 J I I-1111-IIII— 3„
IIII IIII-- —` Il III _IIII- �IIi
—1 I—ICI—IIII IIII IIII— 14"w x 18"d Concrete footing
1 1—IIII IIII—IIII- with (2) #5 bars cunt. and #5
3„ transverse bars at 48" o.c.
3"
14"
TYPICAL FOOTING DETAIL
J SCALE 1/2" = I'—O"
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar cont-
Step per
,..:; foundation plan
3, 3" (2) 45 bars coat. bottom steel
�j DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = I'-
12" x 12" concrete column
block Pilled with concrete
and (2) #-1 bars vert. tied
into lintels above
Top of tooter
14" below finished floor
IETAIL
SCALE 1/2" = 1'-0"
PORCH SLAB EDGE DETAIL
SCALE 1/2" = 1'-0"
#5 bar vert. w/
C
E
0
Contractor to provide
proper foundation chairs
for proper steel installation
30" min.
30" overlap Corner Steel Lap
at each filled cell
nits
#5 bar Cont. in curb Fill cell with concrete and
(1) #5 bar vert. (tgpicaU. Filled Cell Masonry Column With One
Max. spacing shall not exceed #� From FOOtin TO Tie Beam
Curb height 48" unless otherwise noted g
VerifWood
y based on Base see foundation plan notes for Conc. Fill To Be 3000 PSI
foundation plan spacing at openings See Floor Plan For Location
4" concrete slab with fibermesh OR
VxV #10/10 WWM on 6 mil Visqueen over
r clean compacted termite treated fill
Grade _
-IIII .IliHill II=IIII II II I ; ,IIII
IIIII�II=IIII IIIIII `IIIIIIIIIIII IIII�I,II "
11—I III 1�=1 I' 14 w x IS d Concrete footing
with (2) #5 bars cont. and #5
transverse bars at 48" o.c.
GARAGE CURB DETAIL
SCALE 1/2" = I`
2" x 6" PT wood secured with
1/2"dia. x 6" expansion anchors
with 2" sq. washer at 18" o.c. overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
O •Y ,�� i.
Single Filled Cell Column
NTS
Filled Cell Masonry Column With One
45 From Footing To Beam Each.
Conic. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
4
20'-0°
- 10' -0"
PATIO/SLAAMKB _
I _
OO Oa O
---- ----�Q
Q -----o
r— —FI 1 8 z �I--� _�
Q I FI 1 Filled cell der
0 girder above1
I �4" cn
Rear Patio/Slab r
1 r J to be poured separate 0 �I -
from the house slab.
°I ry I m i
Thicken footing to
24% x Mild x 24"L I 1
FI under filled call 1 aif
1 under girder bearing. L 03 101 4 Z rim ° Q
-----Fi ------
v I Rear Patio/Slab to
o U G' be flush with bottom of
� a� 0 1 sliding door recess.
VF
H = C I Slope 1/2" 1 F-
Q 1 1'-
IF-
I F_
I iQ
Q I FI
H.B. 1 I
I ^ 4" concrete slab with fiber ash OR I Q
Q ®��° /1 6"x6" #10/10 WWM on 6 mil V squeen over
clean compacted termite treated fill I
0 1
i i FI 1
1c
I I
'F-
'F-
I- o
I 1
FI 0 0
0
Q 1 Q H.B.
a
la a a
1 IQ
flH. I I
#I 1 n27 L 4"0 Steel Ballard
Pilled w/ Concrete o \->
if F5 41 o- 1 1 COI 1
1 IFQIdI IQ
I �► N�� I I I v=�
.� is
1 ve 1 1 I n av CD p V3 -
3> a 1 I I n
I E t' I
1 e _ 1 L_10
� FI IQ
u, W I an I
-i 1 3 as Q-
o E O \
°1 E
U� FI 1
1 U�� cA F51 = — — — —� Q
- - - - - - -
1 F5 max* a�i I I I I I I D OQ
O CL
I
I '
Dom — F5———— — — — — —J ° 04� �I
°El1.5" Recess for 00 °Q W ° _________ °
arace Door •
#5 bar vert in filled cell
Extend curb steel into footing at curb transition
to end of "Z" bar
#5 bar cont in
concrete curb
I Ln
,_ 24' L----------------------- w
00 F �I
24"
ro
in -
ai -
#5 "Z" bar at each 12" Cont. bottom steel
cont steel bar. see foundation plan
STEPPED FOOTING DETAIL
SCALE 1/2" = 1'-0"
Braden It
Braden AIA, PA
Architects
- Planners
41-1
S.E. Coconut Avenue
Tel
(112) 281-8258
Fax
(112) 281-8283
E-mail:
bradenaia0comcast.net
Stuart. FL
34994 UAAC000032
UJW nne Building Corp.
Spanish Lakes
St. Lucie County Florida
V �Q F
F
PIZ
12" x 12"concrete column block fill
witfi concrete and (2) 41 bars vert. ti
into lintels above
FOOTiNGrt
SCHEDULE
Mark
size
Description
FI
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH (2) U5 BARS CONTINUOUS
F
30"
x 30" x IL"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
FU4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
FS
14"W
With
x 18"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"
Date Drawn Revisions
GARAGE 3-31-20
LEFT Drawn by:
65 EI C.C.U.
Camino Real Checked by:
D.R.B.
Sheet Comm
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
OF 5
R 0 0 F 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 19/32" COX Plgywood
4. Use nails or screws bas d on pressure for roof stated
in permit info box on these pans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone 1
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
8d ring shank
lb psf
Zone 3
4"
4"
8d ring shank
84 psf
** Zane 3a
6"
6"
48 wood screw
112.5 psf
** Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Verify with Plan
Column to Lintel
12°x 12"
lumn Block
Rebar
I. V V Oi,ap
Attachment
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steel
Provide Cast -Crete
BUS-OB/OT precast
lintel set in mortar.
Min. 8" Bearing
Provide #5 bar set in pre -cast
lintel into beam where length of
the opening calls for it.
Provide PT Buck
attached per jamb
letails into filled Cl
4" Pre -cast
Sill X
R-II batts
Filled Cell
r #5 bars with min. 48 bar
rs overlap in Filled call. Tie
ell steel into continuous
steel.
CBS WALL Scale: I/2° = I'-o°
NTS n
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockinag to vert. leg of
truss with IOd x 1.5 nails at 4" o.c.
Install Simpson MGT into wall using
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath nailed to substrate through one lager of
ASTM D Tggpe 2 felt paper using ad nails. Substrate
to be 19/32' COX Plywood nailed at V o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
LINTEL SCHEDULE
Mark
Window
or Do
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H' Block
Above
" "
Bottom
Steel
Sim
Top
steel
s1e
Max.
Gravitg
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max
Lateral
Load
(PLF)
L22
2'-2"
3'-0
8F8-OBAT
1
#5
3069
1569
1024
L31
2'-6"
2'-8'
V-1'
4'-0"
8F8-OBAT
1
#5
2541
1363
143
L45
4'-5"
5'-10'
8F8-OBAT
1
#5
1105
409
339
L50
6'-0"
6'-6"
8F8-OBAT
1
#5
1238
835
121
L60
6'-8'
T-fa
8F8-OB/IT
I
#5
1011
121
534
L80
8'-0"
T-4"
8F8-IB/2T
1
#5
2
#5
152
591
512
L90
T-O"
10'-6"
8F8-I15/2T
1
#6
2
#5
643
530
401
L905
9'-O'
10'-6'
8FI6-I15/2T
ONE
1
#5
2
#5
1533
1183
401
LI00
10'-O"
II'-4'
8F8-IS/2t
1
#5
2
#5
582
494
452
LIOOB
10'-O"
ll'-4'
8FI6-I5/2T
ONE
1
#5
2
#5
1366
1028
452
L120
12'-0"
13'-4"
SF8-6/2T
1
#5
2
#5
411
428
324
L120B
12'-0"
13'-4"
8FI6-I115/2T
ONE
1
85
2
#5
10'15
-1-10
324
L140
14'-0'
I5'-4"
8FI6-IB/2T
ONE
1
#5
2
96
1250
1.09 1
259
LI60
IL'-O"
IT-4"
8F8-I15/2T
1
#5
2
#5
Soo
192 1
194
1.160B
16'-O"
IT-4"
8FI6-IS/2T
ONE
I
#5
2
45
950
Soo
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED.
- i
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails —
( 24" o.c.) supporting Max.
Ie101bs. uplift
Aluminum Drip
Edge t Fascia
12"
2" x 6" Sub-Fasci
Kagcan full o vent vingl soffit installed
using 1/8' dia shank x 15" long gaiv.
roaring nails with 3/8' dia. head per
product approval - see chart sheet #1
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
thicken edge to 6"x8'
with concrete and
one #5 bar continuous
BEYOND
Top of Tooter
I6" below finished floor
V
12
4
Aluminum Drip
Edge t Fascia
Flash and Counter
Flash
Nail ledger t
gable end truo
ss
with (2) IOd ifs
at each web
" hi -rib lath
vertical wood
s to provide
:ration into
3/4' penetration
members
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 of
sliding door recess.
Step
per
foundation
plan
Slope
per
foundation
plan
a
�I I I-1111,
Trusses at 24" o.c.
see shop drawmgs�
by others
Frame ceiling transition At'�
as needed using metal studs
field verify exact configuration
and sizes
transition Insulate(
Brace Gable and
with 2" x 4" SYP 42
aft back nailed to bottom
Of top chords using (2) IOd
nails at each truss
-30 Batts
-II batts
Drywall ceiling
see typical section
nts
PRE-ENGINEERED WOOD TRUSSES
ai 24"o.c. TYPICAL
( shop drawings by manufacturer )
a
x
s
O�
m
F-
° a
a
a
LU
_-c
di di
v..�
0
Ems_
°D
p
d)-U�
sy
U
W
2
Brace Gable end
with 2" x 4" SYP #2 min.
eft back nailed to bottom —
or top chords using (2) IOd
nails at each truss
\R-30 blown fiberglass
in bottom chord of trusses
I
I/2" drywall with smooth finish �
Two rows of beam block filled with concrete
and (I) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5 I
bar cont. For bottom row over openings
1/2" drgwall over I" x furringg,
strips at 16" o.c. with R4.1 furring
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
o Mortar to be Type "M" only proportioned_ per FBC R601.1
and Mortar �ointa shall comply with FBC R601.2.1.
Provide Dui.-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MGT with
Simpson
HETA 20
5/8' dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet set or in epoxy with
nails into truss. Add blocking to
per detail on this sheet
i,
( 24 O.G.)
HETA 20 1810
supporting Max.
lbs. upllft
lspqi
�n
UNION
1
AV41
OVA
ii�j...M
IN
EA
IRAN
F11
rim
INMIE
Is:
1111111
NO
Mimi
HETA 20
O
W
N
N
� X
r
OUU7
i'o ° n
d
Q
T 0 10 di
u ..
ti
40
LL
OD
E r _
In to IV
r
O
W
Fill cell with concrete and tt5 bar vert.
tU (typicaD.
ROOF F
LA 1 �l
Max.ppnshall exceed
Wood
Base
48" unlesso
otherwise noted see Foundation plan notes for
— OVERHANGS
AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
4" concrete slab with fibermesh OR
VxV #10/10 WWM 6 Visqueen
- ROOF PITCH
AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
on mil over
- TRUSS SHOP
DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
IIIII I I=III —III I I"I- � �I
14"
Ical Section at Front Forc
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
1-2-19
- PANEL
"An
Poles
BR
Load
Wire
Description
arc#
cmc#
Dsacription
Wire
Load
BR
11as
1
20
1.2 kw
#12
Refrigerator
I
Range
#L
12.0 kw
50
2
1
20
1.2 kw
#12
Clothes Washer
3
1
20
1.5 kw
912
Kitchen S.A.C.
5
L
Dr er
910
5.0 he
30
2
1
20
1.5 ku
812
Kitchen S.A.C.
1
a
1
20
#12
Bathroom Recepts
9
10
Air Cond sor
#10
5.0 kw
30
2
-
I
120
1 1.2 Its;
1 012
Dishwasher
II
12
1
20
1.2 kw
#12
Microwave
13
14
Air Handler
810
5.0 kw
30
2
1
15
-
814
General Lighting
is
It.
1
15
#14
General Lighting
ri
Is
WH
#10
5.0 km
25
2
-
1
15
-
814
General Lighting
19
20
I
I5
-
#14
General Lighting
21
22
GDO
#12
O.al KIM
20
1
1
15
814
General Lighting
23
24
Spare
-
Spero
25
21
Spare
Span
21
28
Spare
Spare
1 29
30
1 Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General Lighting..(3, watts..sq,,ft.>......
Small Appliance, Gircuit(s), , , , ,
Range .............................
Refrigerator..................................................
Microwave.....................................................
Dish..Washer
,Clothes„Washer...............................................
Clothes..Dryer................................................
Water Heater
Garage. Door. .Opener .......................................
1135
3
5.205
2
1,500
3.000
1
12,000
12.000
1
1,200
1,200
1
1500
1500
1
1,200
1.200
1
1,200
1.200
1
5,000
5,000
1
4,500
4,500
1
810
810
Total Watts
35415
First 10000 Watts e100%
1
10.000
10,000
Remainder 25,LI5 e40%
1
O
10,244
Electric Heat or A/C 10,000 045%
I
10.000
10,000
Calculated Load
Watts
30,246
Voltage
240
Calculated Wattage Divided by Voltage = Total Amps 124.02
Panel Size Required = 150 Amps
Electrical S mbol Legend
S
Single Pole Switch
®
Recessed Can Light
Ss
Double Pole Switch
®
Eyeball Recessed
PB
Push Button Switch
_0'
Exhaust Fan
Duplex Outlet
¢
Ceiling Mounted Light
Special Receptacle
♦
Wall Mounted Light
Waterproof ground fault circuit
nterrupter
Light with Pull Chain (attic)
®
Floor Duplex Outlet
O
Computer Connection Jack
ro-ml
Carbon Monoxide Detector
II
Flood Light
TD
Thermostat
m
Electrical Panel
®
Central Vac
8
Electrical Meter
®
Smoke Detector
Ceiling fan
®
Television Jack
Telephone Jack
A DISC
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
®
Speaker Hook -Up
FB = JUNCTION BOX TO SUPPORT A FAH
THERMOSTAT LOCATION
B/A = BALANCED AIR
M
IL3 CFM
IOXIO"
MASTER
BEDROOM
143 CFM
IOXIOXL
12x12x9
OPTIONAL
PATIO/SLAB
B/A
I l ----- ------
4 I
12xI2x91
�/
B/A
CLOSE
CFM
Bx4x4
I
a
Ygni-thuL ---- $H�9
Soffit ATH
1-2-19
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW
A/C disc.
A/C
disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd -r
2" PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit sleeve AMP
MCB
into attic MCB
PANEL AFlU
PANEL
AHU
200a rated
meter can %�
200a rated
meter can n
2" PVC ( FPL)
schedule 80
2' riaid service FPL
'I ELECTRICAL RISER
bonding
pant
8' alv Ganved
rods
- Contractor shall use AL-CU Landing lugs.
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
- Verify AIC/KIC Rating prior to ordering
ELECTRIC NOTES:
Intersystem bonding
2" PVC ( FPL3 Termination pant
schedule 80
2' rigid service FPL
GEC Bar to telltte a vean8'er GaluvLed
ground rods
_ ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified or to construction
t - Verify AIC/KIC pRating prior to ordering equipment
OPTIONAL
PATIO/SLAB
overed Porch`\
MASTER T
BEDROOM WP GFCI
I
\ r
11 ITVI
N I
- - - - - Smoke / Carbon C R _4 A T
i
Monoxide Detector R q O M
i Combo
C I
I
GFCI S I
H.B. IL" TV
CLOSE i = II
I
n I I I
GFC1
J I I
1�xhaust Duct "' DINING
Thru Soffit �;\ GFc1 I
ROOM
GFCI GFCI
OF�FM
V
N /i KITCHEN I
152x12x1 ° "IF" I I t - - - - --
° 4 Exhaust -
H.B. Duct Thru / IHIMES F L
/ 24 3'-2" 3'-2"
C.M_ Detector
20 CF I� I I FM _Ve_n_t_ thru Wall on[ per FBC /
8x4x4 r R�A1 e S� - - - -- Hof f It WP GFCI R314.3 I /
I _ A T H Install oulet GFCI 50 CFM
O Q 20'c20 under disc. N F N
T not shown or - CM
Clarity GF GFCI /
--------
I�" I F w IIL" J 1��Q=1r AAss 0 I ILAI
#I I a W0Nth light 232 CFM Attic Access � Cente L - - 12xLx1 g
'LL , \
\ � \
` '`-
I50 Amp L---11`MR\ SECON1Meter Panel \ Meter 150 A�- optlonal j® S BEDROOM
\
4 SECOND Panel 1 panel location TV
3�c4�`f t Pull chain \
GARAGE6 C BEDROOM light in attic
j 12x12x8 42" GFCI m
� B/A GARAGE �
PB
Garage /
Door /
----------------- i _ Opener
1 o r----------------- i / f
I I
COVERED i i \NN
PORCH i i / r( �® 1 WP GFCI
IN
I I
lZf
ri ' P-��H I
PATIO/SLAG
I
GAR IAT
ROM
I
I
Center Registers
IL9 CFM on ceiling fan IL9 CFM
IOxIOx I IOXIOX1
12 "i
DINING
ROOM
MECH/4NICAS /4YOUT ELECTRICAL f=LAN
SCALE: 1/4" = 1'-0"
I.
Use copper wire only from panel to devices
15.
Contractor shall guarantee all materials and workmanship
free of defects for a of not less than two from
20.
All equipment and panel sizes shall be
The
verified before
circuit to
2.
Provide
and wire all required smoke d Carbon
period gears
ordering. contractor shall provide
routings
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of defects shall be completed without additional
21.
Furnish and install all fixtures as called
for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected by others.
S.
ALL exterior outlets to be WP/GFCI protected.
other phase of installation that may have been damaged.
L.
Recessed cans to be installed per NFPA requirements.
IL.
It is not the intent of these plans to show every minor detail
22•
All raceways and pipes placed in or through ang concrete
1.
Tamper resistant AFCI receptacles are required in
of construction. The contractor shall furnish and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items For a complete electrical system and provide all
largest conduit or pipe From any other
service.
8.
9.
A/C Return Air Balance Must comply w/ FBC RM1402
A/�C Refriq�r� lines that are run thru slabs must be
the requirements necessary for the equipment to be placed in
working
23.
All exposed wire below 9'-I" shall be
p
installed 1n metal EMT
10.
qnt
aleeved in YYC
ALL A/C Equipment shall comply with energy calculation
IT
proper order.
All work shall be done in accordance with the N.E.C. and
local
conduit.
Braden t
Braden
FA11.
shall comply with all codes and ordinances, and shall
24.
Dryer Vents to be installed per
i""tllrt
All work shall be performed bg a licensed electrical
meet all standard requirements of the local electric utility
FBC RMI502
Architects
-Planners
12.
contractor, the completed si1 stem shall be fully operative.
for
and telephone company.
Contractor shall pay all Tees, permits, testing, and
111
S.E. Coconut Avenue
13.
inspections
All
including blower testing where required_
be trades to
18.
The electrical system shall be completely and effective)
Tel
: (112) 281-8258
work shall coordinated with other avoid
grounded as required by the latest edition of the N.E.G.
interference with the progress of construction.
Fax
: (112) 281-8283
14.
All required insurance shall be provided for protection
19.
All material shall be new and shall bear underwriters'
E-mail;
bradenalaecomcast.net
-
against the public liability and property damage for the
AlraYinn nr tl,P iiinrlr
labels where applicable.
Stuart. FL
34994 #AAC000032
Attic Venting Calculations FBC 2304
Total Attic Space = 2124 sq. f t.
Venting Ratio 1/160 = 14.16 sq, ft. required
Provide A Continuous Vented Soffit
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
SCALE: 1/4" 1'-011
Post Light w1Lh o
Photo cell I
Date Drawn Revisions
GARAGE 3-31-20
LEFT Drawn by:
65 El C.C.U.
Camino Real Checked by:
D.R.B.
L'-3"
Z"_
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
Sheet
REVIEWED FOR E -
CODE COMPLIANCE
ST. LUCIE COUNTY OF 5
Comm
B
I
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
IRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
ilk IF MULTIPLE PLY.
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Spanl,or less 30' to 60' Span Aj
50 degrees Spreader Bar
or less
1
1--_ i/209-APPro
Flog Line spen,coprcx.
Line 112 of span
REFERTO BCSI REFER TBCSI
Truss must be set this waa y if Crane used.
Truss must be set the way if crone used.
Tress is an evample, yo,, tr,sR may "or match. This is on re mphra truss may not match.
,slst crane operator sets buss :Ms way Insist crave operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
,& are installed. A
AI FZ IF- 1AIV U::>1 F=Fz:;P-b 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.
U REPRESENTS A t1ANGER
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNailsbe as
de tabs o
schedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF &-l"
ABOVE FINISHED FLOOR
12
4.00 F--
�o
rr)
I
upset=1l4" heel=315/16"
PLUMB CUT END
1
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 -
Ln
2.00 —
12
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF 17' - 23' IN L=NGTH
®
Do not
stand
on
trusses until
they are
braced per BCSI
& properly
nailed to
straps & hangers
GARAGE LEFT
The Architect's or Architect's representatives s
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
.for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their re/`)"chive focations.
Approved Rom/
Date:
ER cede off' ..—u•„Ar.A. P.A.
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses vnll be Installed is:
.The undersigned acknowledges and agrees:
1. Trusses will be made In strict accordance with this truss placement diagram layout,
which Is the sole authority for determiningsuccessful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersignedmail to Chamers .
days of Idelilveryhthe underswrien forcelig edvided agrees that nos backche 9s wll be lowed, nessruss withl the tan
such written notice Is furnished Chambers Truss shall have three (3) builiness days In which
-to begln repairs required, or to substitute olhattrusses, at Chambers option,
4. The undersigned acknowledges receipt of -SCSI 1-03'summory sheet by'rPI & VJTCA.
6. Delivery Is to Job site, it Is the buyele'respo
delnalblllty to make the Job site suitable for
Chambers Truss has the sole authority to determine the suitability of the Job site or a
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 redeiiver
because Job sae Is not prepared for delivery or buyer Is Trot prepared for delivery of trusses,
Buyer Is responelble to Chambers 7rvas for towing costs due to she cor lbons.
5. Price as shown Iq paragraph 7 below Is subject to change If any changes are. made In
this layout A $50 per hour fee for revisions may be charged by Chambers Truss,
7. This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If nk
agreement a reasonable price. Invoice will be made on delivery and paid within terms of net
on delivery. Involve may be made at scheduled date of dellvery If buyer cannot accepj'
delivery of fabricated Wsees. The undersigned agrees to pay Chambers. Truss reasonable
attorney's fee for collections In event of payment not timely made. 1.1r2 % per month servjce
charge will be added for all sums not paid within terns. -
S. Signature or faltlels anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned
I unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undarslgotl agrees to pay such
Indebtedness Including sttomeya fees, If default In payment for material ee made by the
recipient.
10. In the event of any litigation wnceming this agreement, the Items furnished hereunder
or payments referred to herein, the. parties agree that the sple venue for any such action will
be Saint Lucia County, Florida.
11. Design responsibilities are per "National Standard And Rawmmended Guidelines On
RasponsIbIllbes For Construction Using Metal Plate Connected Wood Trusses
ANSI/TPIMlTCA 4 - 2002"
DATED --•y .
SIGNED
'OR TITLE
Aspreade► bar maybe regghad per"BCSI 1.a. to prevent 69ury &damage. .
Multiple ply trusses must be fastened togil per engineering
before they are set; failure to do so can result In roof 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
before setting trusses.
Trusses must be setand braced perdeslgn to prevent injury& 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
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES I
CHAMBERS TRUSS INC
I A
illd:59 l",
3105 Oleander Avenue
Fort Pierce, Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772569-2012 Stuart 772.2863302
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
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
°e N
o r J
,U-)
Loading in PSF
Roof R.D.L.
—
fn
s
Top Chord Live
20
r I^
°
Top Chord Dead
7 4.2
£ `
o `
Bottom Chord Live
10 Non -Concurrent
°
w
d
Bottom Chord Dead
10 3
'o r^
TOTAL Load
37 7.2
1
Duration Factor
1.25
tc
Wind Speed
165mph
y
Ln
Top Chord C.B.
Sheeting by builder.
-ztHighest
Pr-
Bottom Chord C.B.
Sheeting by builder.
Mean Height
14'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
row
rc.u.L.=Kestraimng Uead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11323
W
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
v,FOR Revised: 3/05/2020
Q"EIVYNNE BUILDING CORP.
"C
��ESCRIPTION: ��?a a
GARAGE RIGHT P.CARLTON
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323