HomeMy WebLinkAboutbuilding plans (2)Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL 411451.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlayment installed with min. 4' aide laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
s aced L" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach
12"
12"
H.
H.
�5/8" thick light textured O
- stucco on typical concrete
block construction
0'
Finish Columns with 5/8" thick x 8% cut
5/8" thick cut coral coral finished stucco bands
finished stucco bands RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb 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
12
4 1 SLOPE
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 felt underlagment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
na ced ^L'J+o.c. at all laps and two staggered rows 12" o.c. in freld. Attach
o/ v 6111UN t.UL wl-ai stucco on typical concrete
finished stucco bands block construction
17/0XI/a new
UM rolj-r Y FT II^ V C Ply. I_
EWED FOR L NCE
'WED
E _ MUST BE WPT
O INSPECTION WILL BE MADE.ON JOB
/8" thick x 8"W cut
oral finished stucco bands
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
REARELEVATION
,EMMSANDALLPROPOSEDWORKELEVATIONNOTES: TlLpSCALE:
1/4=
1-0" ppgf N6 0TOR,THAT
IIN aR0111111 TO
- Overhangs at
i'-O"
unless otherwise noted on Roof
Plan
oMpLywIT`�i 9A*i"1°'#00"'
- Roof Itch at
p
4:12 unless otherwise noted
GulfCoastSupply and MFG 5v Crimp Metal roofing FL WILS1.12
- ,4 n y e h a n g e s
t o this
plan shall b e submitted t 0 the
architect
wood ascrewscwith selfmetal
sealingroofing
wa her at12' to olc. maxwood dscacingnover9 ASTM
(tgpe 2) 30 Ib
D N,LMANUiADRJIIIiLAAI�aIO�INQ
or approval in writing
prior to starting construction.
felt underlayment installed with min. 4P side laps and L"
laps fastened with corrosion resistant tin caps and with 1.25" ring shank
,aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
end ll FAOT MAND*10110 COMPLIANCE
nails WmIFmENERGY CODEmusT
- Return ALL Stucco
III
Sands Into l I n d O W Or Door.
eck to trusses using attachment detail on this sheet
REMAIN ON ALL DOORS AND WINDOWS
LJ
ONiiL INSPECTIONS ARE APPROVED
TERMITE TREATMENT REQUIRED
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" COX Plywood nailed at 6" o.c.
12
in field and edges with IOd ring shank galvanized
nails into truss webbing.
4 SLOPE
e'-I" T.O.B. 12" -
H ®®®® 2 „
12" H.
O.H, 2.,
5/8" thick x 8"w cut 0H. 5/8" thick x 8"W cut
coral finished stucco bands coral finished stucco bands �
3 ® e.
3 ®I1 ® /8„ t 8„W
5 hick x cut
®®®® coral finished stucco bands
5/8" thick light textured EB
stucco on typical concrete
block construction
= Finished Floor - ar a Finished Floor
------------------------------------------------------------ -0'-4" A.F.F. 7�,��thick light textured Pinish Columns Wlth
stucco on typical concrete 5/8" thick cut coral
L E F T ELEVATION block Construction finished stucco bands
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors,
Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
T�
Fixpiration
Data
Design Pressure
of Approved Tests
1,2,3
$4
FL# 11499.2
Single Hung
g g
Series 195
MI Windows
and doors
. x elyeons mi p n t net m
ion sac corner and I o.c. Nerea�ter througi T �uck Into amid
Ailed CMU well mamtainm min 2.5" edge distance m strict adherence
to the product a provaLg g
± 60 per
A
16-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max. width
6'-0" max height
DAB
a.ta ,! to cornets m Ya. . ce mt
o ss ber wart. uY a 3/9' x P Ww HLc ais.v. anchn. at a' ox.
with i.a5• dL aaahen ash a. 1' edapppae datanee. IaNalla track to buck
manor I �. I S/8'%1i thrGC to atr'mq' ed i I pkc.t approval
rovd. /IL' L Yaeh.r an roll" shafts.
10-9-21
50.0/-60.0 psf
B
FL# 16414.1
Fiberglass
9
Deal n Pro/
®
Smooth Pro
Jeld-Wen
Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max
from corners and 11.5" o.c. max thereafter in head and jambs.
+
_ 50.0 PSF
C
FL# 153 52.2
511d1n Glass
g
Door
Series 420
MI Windows
and doors
i • x cone w mi . penet anon at max.
PTm Buck into":ol dnfllledpC HUele ado"mbainten rig horn 2L5" edge gdietence
n strict adherence to the roduct approval.
+ 48.2 PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
T•�'��
LOT
Date
Design Pressure
of Approved Teats
Mullions
FL# 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use (2) 1/4' x 2 3/4" tapeona with min 1 1/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.251, aeif tapping screws per clip as shown in product approval.
+ 118.9 PSF_
Roof
FL# IIL51.12
SV Crimp
Metal Roofing
Gulf Coast Supply
and manufacturing
2G ga. Ev 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
R a 2) 30 Ib felt underia ment installed with min. 4� aide laps and V end
sP s p
laps Fastened with at corrosion reactant tin caps and with c. ring shank Walla
apecad G" o.c, at all laps and two staggered rows 12" o.c. In field. Attach
deck to trusses using attachment detail on roof plan
- I08.5 PSF
Siding
stucco on Block
Soffit
FL# 12198.3
Model T4 12" vented
Vinyl Soffit
Kagdan
Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using
98 x 3" wood screws at each truss. Install soffit to battens using
0.12" die. x LF)" ioniona rina &hank nails with S/S" dia.
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" die. solid set lead anchors with 1/4" dia.-20 x 1.5"
long 55 screw head combo. with Neoprene washer at 12 1/2' o.c.
along the bottom and 13" ox. at the top
± 45.0 PSF
I have reviewed
the above and approved it by my seal below. ( Architect or Engineer of Record
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP
I/2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate
1/2" drywall on
2" x 4" studs at IC o.c.
base -board 1 11 / 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
6"xC #10/10 WWM on 6 mil Vlsqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate
Mean Roof Height: II'-0" Roof Pitch: 4:12
Internal Pressure Coefr(tcent: ±O_I8
SubJectibility to damage from: Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate
Wind Exilrit f forClassification: C 1.21 x 0.4 = 0.126 ASO desi n
Adjuatmsnt factor for Exposure Height: gg
Load C'Imbination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.61UL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf
Roof Zone: 2. +20.6/-51.0 psf
Roof Zone: 3. +20.6/-84.0 psf
Components t Cladding Wall End Zone Width: 3'-11"
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf
Wall Zone: 5. +35.e/-41.8 par
Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per
Shear Ualls Considered for Structure? Yes
Continuws Load Path Provided?Yee -
Are Conponents an Cladding Detai s Provided? Yes
Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X Bg Test: psi
This Belding Shall Have the Following:
APIROVED SHUTTERS.X IMPACT GLASS: BOTH: NEITHER:
ROOF AVE.LOAD: 3'1 psf ROOF DEAD LOAD: 10 psf
FLOOR LIVE LOAD: -A-5- pat FLOOR DEAD LOAD 10 par
JOB ADDRESS:
TCH
= Roof Zone I
Walls Zone 4
EM = Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
I FLOOR FLAN
CRASH POST DETAIL
TYPICAL NOTES: SCALE 1/4" = I'-O"
I. Contractor to verify ALL notes and dimensions prior to Ste high by 4" diameter
s
proceeding with Work. Flange with 4teel crash post. Floor
- 3/8"
2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex analor bolts into
3. ALL Lumber to be used as Beam, Rafters, etc... to have Slag (3/8"t 50 ksi steel plate)
a minimum 1,400 P.S.I. fiber stress. 41,
4. No dissimilar metals to touch. 2%," 2
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. groat mix
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R-102.3.5.
7. 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.(
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 er FBC R302.9.1
I6. 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 1" x 6" P.T. Buck nailed to
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails
materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment
with F.B.C. R316 - see permit info box of code edition
18. Gyypsum board material shall conform to ASTM C3L, C19, C415, C514, C00, C931
C91o0, C1002, C1041,C1177, C1118, C1218, C1395, or C1396 and shall be installed
according to the following: (FBC R702.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max, spacing
of fasteners
Nail sizing options for
of drywall into
Spacing
Maximum
installation
wood framing members
Nails
FScrujs
2" x min. thickness
Ceiling
Perpendicular
24"
1"
12"
13ga 1 3/8" lloong with 19/64" head
O
0.098" diameter x I I/4" long
annular -ringed or 5d cooler nail
�2
OR
0.080" dia. xx 1 5/8" long with
Walls
Either
16"
e'
1V
Direction
15/64" head
OR
G psum board nail 0.084" dia.
x 5/8 with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga 15/8" long with 19/44" head
OR
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
a
OR
0.092" dia. x 1 1/8" long with
Walls
Either
141,
8"
I61,
Direction
1/4" head
OR
Gypsum board nail 0.0916" dia.
x 1 1/8" with 19/44" head.
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" 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 6" o.c. max.
from each corner and 20" o_c, max
thereafter at sill per product approval
19. ALL ceramic tile 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 C11718 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 accompanging 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 #11651.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end
laps fastened with corrosion resistant tin caps and with L25" ring shank nails
spaced 6" o.c. at ell 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
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
18101bs. uplift
Aluminum Drip -
Edge t Fascia
2" x 6"
Kaycan full o vent vinyl soffi
usingg 1/8" dia shank x 1.5" for
rooFing nails with 3/8" die. he
product approval - see chart
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
30" overlap
at each filled cell
Grade
12
PRE-ENGINEERED TRUSSES
4 �- at 24"o.c. TYPICAL
(shop drawings by manufacturer)
"\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish
Two rows of beam block filled with concrete
and !U #5 bar cont. in each row. Substitute
ed precast lintel filled with concrete and (l) #5
bar cont. for bottom row over openings
#1 1/2" dr wall over 1" x furring
strips at IC o.c, with R4.1 fi-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
-1 and shall meet all pertaining ASTM codes.
co Mortar to be Type "M" only proportioned per FBC R601.1
and Mortar Jonts shall comply with FBC R601.2J.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Fill cell with concrete and
(D #5 bar vert. (typical)_
Max. spacing shall not exceed
Wood 48" unless otherwise noted
Base see foundation plan notes for
J spacing at openings
.4" concrete slab with fibermesh OR
6"xO #10/10 WWM on 6 mil Visqueen over
/ clean compacted termite treated rill
i i Fi i i I i ii i iI i ii i i I-
lll II 14" x 14' Concrete footing
If with (2) #5 bars cont. and #5
TY P I C A L SECTION transverse bars at 48" o.c.
0
Masonry Beam
Sliding Door
At Masonry Wall
N.T.S.
Head
fixed door
sliding door
1 1/2"
Sill
Detail
NTS
AREA CALCULATIONS
Lving A/C =
1446
sq.
ft.
F°ont Porch =
141
sq,
ft.
Rear Porch =
200
sq.
ft.
Garage =
321
sq.
ft.
Total Under Roof=
2108
sq.
ft.
Total Cubic Ft =
11,968
2' VTR
JAL
I
I
I
21' VTR
/'i
Master
Bath
I s• I
Lay. I
2"
Lev. I
4' I 2" VTR
W.C. J1L
2' 3'
Shur. I
Kit. Sink I
I
Kitchen 2 I
I
I
Lay. J
3'
W.C.
Bath
,sT
o Septic
PLUMBiNG RISER
1" x 6" P.T. Buck nailed to
block with case hardened nails
prior to door attachment `
Masonry Wall
gpical Flooring
It -
Install SGD thru buck into
block with 3/16" tap -con with
1 1/2" penetration at 6" o.c. max.
from each corner and 20." o.c. max
thereafter at Jambs per product approvaiJamb
Window
Schedule
Mark
Size
Rough Open.
Window Description
PRESSURE ZONE
1.
4'-S4"x 5'-3 %a'
54%"x 63/4"
Single Hung
ZONE 4
2,
4'-2A"x 5'-3 %'
l5" x 43 %4"
Single Hung
ZONE 4
3.
2'-2" x V-2 1/2"
21%2"x 38%"
Single Hung
ZONE 4
4.
1 4'-5All x 4'-2%a'
54/e°x 54%"
Single Hung
ZONE 4
ALL
Windows to
be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to
withstand pressures in permit info box on
sheet I
ALL
windows in bathrooms to
be tempered
All
rough opening dimensions
to be verified bg contractor
with
manufacturer
s specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X 7'-0"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %4"x 83N"
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
14" x 81 1/2" or r. e"tw.tO"
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 81 %2"
E
X-till X C-8"
Solid Core - Wood
- 9-Panel
F
5'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x G'-8" x 1 %;'
Solid Core Wood, Steel, or Masonite Door
H
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel
J
2'-6" X C-8"
Solid Core - Wood
- 9-Panel - Bi-Fold
K
2'-8" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
ALL Exterior doors to withstand pressures stated in permit info
box on sheet 41
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41
All rough opening dimensions to be verified bg contractor
with manufacturer s specs prior to construction
34'-0"
14'-0"
9'-6"
12" 8'-till .12"
❑°
❑° �° ❑° Lola E E
(V
EGRESS E
12" x 12" concrete column block filled
with concrete and (2) #1 bars vert. tied
Into lintels above
p
Covered Porch
o
a
E
E
(N
I OS O E° F)l I I I I imiSO
c O
MASTER
uom
BEDROOM
9
8'-0" to 9'-8" A.F.F.
aov mU1111P
Vaultedl Ceiling
LLN
Flat Ceiling
o
E
GREAT
R0�1'1
I �
O
Rod t helf
I I �
-
H B
`� Vanity to be 1 I s l r
Nry
34 /2„hig I to N
I
I O
Ln
E
O E I
o 2" x 6" knee -wall 8'-O" to 9'-8" A.F.F.
`� pC below top
O
rr r I counter I Vaulted Ceiling
DiNING
LINEN
CAB NE Rod t Shelf 8" /'S,� ;F I R O O M E
Q
E
\�`�
W
A T H /\
I Vanity be
O
°
o to
H
I 34 /2"high
OO
I
-m KITCHEiII High Wall O
I
�
Ven
Dryer
thro
h wall
L 1-1/2"
I _ _
8'-O" A.F.F. Uver-hang
J O (V U.
ILJI - Flat Ceiling
o
pper cabinets to D O
ext nd over Ref.
cryv
2" filler
4'-01,
I N ^ I E n
,
a G an BATH
-
O
g rowaDv
i amn 1�tat
_ Rod t Shelf O E
R-II Beets nwleGon W H. N E -I
® N_
E
O
a /C
I
�
#1
4"� Steel Ballard i
See detail orb �ia-shseJ< - 6
F
lfl
I�" I > cn O
I 22i x
Access � O I
rose de auto I Atmith tight~
N
�r
22' _ _ J V-O" A.F.F.
'
Flat Ceiling
150 Amp 4,, -
on
J
Meter
a 1r-6°
Panel -o„ 0D
n; C)
m
SECOND
-
o
GARAGE E BEDROOM
EGRE55Y
S
O -4" A.F.F. E MT EE
ry
Flat Ceiling E E
O
P-
o„ �
OE
O
r----------------- 1 EGRESS
E
Block wall in °
`r
i garage to be I = E E �Wd ao S E
struck block
O
E
-
I C \/ER D
6
12" x 12" concrete column block filled
I 4 6 IRORCH with con rete and (2) 1 bars vert. tied
IO
into lintels above
Ln
I 6' 2" II' -till till
1 ® 11.
o
E
E
lslhr�EE OE
N
Elml
2'-8"
2'-8"
4'-2"
5'-4"
Install windows thru buck into
block with 3/IL" tap -con with
1 1/2" penetration at 6 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
I"x4" P.T. Buck nailed to
block with case hardened nails
D e t a l l a t W i n d OW S prior to window attachment
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB, HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
Exterior face
Attach buck to block wall with
1/4" dia. Elco conic screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
2" x 6" PT Buck
Detail at Door
crews thru jamb into buck
ige and 15" o.c. max and
prior to door attachment
NTS
Scale : 1/2" = I'-O"
3+ -0"
TFU
L NQ
L
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
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
IC
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
3.
POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
II.
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
12
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 TO BE SPREAD IN 12" LAYERS AND
13
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
BUILDING CONSTRUCTION
6.
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
14
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15
ATTENTION OF THE ARCHITECT.
16
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
Il
FCLAD,470N fLi4N
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
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.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTING: 3"
BEAMS: 1-1/2"
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
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 verlf [cation of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2800 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 #8 bar vert. at 48"
O.C. max. Provide (1) filled cell on each side of openings upp to 5'—I1" wide.
Provide (2) filled cells on each side of openings from 6'—O" to 9'—II"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
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 (0, meeting ASTM A—I(o and
A-38 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.
tt5 bar vert. w/SEE TYPICAL
ea
ch
overlap ECTIONS
at each filled cell f'
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
It
cal _
_IIII III IIII_ 14"w x 14"d concrete monolithic
footing with (2) #5 bars cont.
14" „
l= j TYPICAL FOOTING DETAIL
J 5CALE 1/2" = I'-U
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
foundation plan
(2) #5 bars cont. bottom steel
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above Verifg house slab
height in field
Top of footer
16" below finished flo it
11l
ff
01111M
sn1_�a
rE 30 rl
COLUMN FOOTING DETAIL
30"x30"xl6" concrete
column footing with (4)
#S bars each way
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
45 bar vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
SCALE: 114" = 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 by the Florida Department of Agriculture and
consumer services.
Protective sleeves around metallic piping penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
fill
EE TYPICAL
iECTIONS
4" concrete slab with fibermesh OR
Vxb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
0'-0" a F.F. AIL
_�Ir /
— I
'!�14"w x 14"d concrete monolithic
footing with (2) 45 bars cont.
GARAGE CURB DETAIL
2" x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Tie Beam
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
O
Single 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 Columr
NTS
14' -O"
20'-0"
—
—
EE
°O
EE
°
----
,E--------I
--------t-
°
I
FI I Filled der
der above girder
I
24" I
I
o
Rear Patio/Slab r
I
O
r J
to
be poured separate
from the house slab.
EI
�_
I E
m
I
Thicken footing to
�E
I
FI
24"w x 14"d x 24"L
under filled cell
I
I
a
under girder bearing.
E E 111 4
10
1 1 1 1 01 1 1
1 E E
E
---
—;=N—
————
—— — — —
— —-
w
tj o c
I
Rear Patio/Slab to
be flush with bottom of
°
is
a-u w
H
I
sliding door recess.
Slope 1/2"
I F_
a`n
I
E
I
I IF-
I
I
I h-
to
IE
°
32'-8"
I
H.B.
I
I^
4" concrete slab
with fiber
ash OR
I
E °
6,,XC
410/10 WWM on 6 mil V squeen over
I
O
"
clean compacted
termite tr
ated fill
I
_I
—i
ell
E
V
I
I
�
t
I
CV
I
O
°
Q
H.B.
a
T RMITETREATME�.t
r—
--------
I
4"m Steel Ballard
FI
#I
FS
w filled w/ Concrete 0
�
OI
�O=
I
Imo
Nvv
.�
I I
�__�J
I
N2r
Will
E
?
I
i5 (� m
I
`Et!
I I
IE
y�E
I L--a
FI
Oil
I °�
EEC
I
moo''
I
I
O\\
I E
E o
�E3E
UOO
I
\
FI
I
I
u
�a�
N
I F5
- tx
IjJ I
° O
CDE
EE
x
L—
F5 Recess for
J
8
N
I
E
00 °E
Garage Door
---- E
00 00
---
°° ---------
J
F
�
3'-5"
6'-2"
II'-6"
6'
� with concrete and�(2) #1 bars vert. tir.Z
into lintels above
A
b
FOOTING
SCHEDULE
Mark
Sae
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
F
1211W
X 12"0
MONOLITHIC FOOTING
WITH (2) #5 BARS CONTINUOUS
F
30"
x 30" x 16"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
8"111
x 8"D
THICKEN SLAB EDGE
WITH I #5 BAR CONTINUOUS
F5
114"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0"
/ ����MPA
��� ������������
Q
RA MR 04 1
1
r.! �WWW�����'����������
Ke
Area
Bilge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
4"
L"
8d tin shank
7(. psf
Zone 3
x{"
q"
8d ring shank
84 psf
** Zone 3a
(o"
6"
48 wood screw
112.5 psf
Provide 45 liars with min. 48 bar
diameters overlap Into beam. Tie
felled cell steel Into continuous
beam block steel, n
Provide 45 bar set in pre -cast
lintel Into beam where length of
the opening calla for it.
Provide Cast -Crete ,= � � � '?�.�•• T ;
SUB-OB/OT precast - - � -} I -
lintel set in mortar \
Min. 8" Bearing
ovide PT Buck :ached per iamb 11 I F �� Poured Felled Cell
ads into filled cell
4" Pre -cast
Sill \ 11111
Provide #5 bars with min. 48 bar
diameters overlap In filled cell. Tie
filled cell steel Into continuous
Footer steel.
CBS WALL Scale: I/2" = I'-O"
SINGLE PLY REAR GIRDER TRUSS
2" x 4" blocking to vart. leg of
truss with IOd x 1.5' Wads at 4" O.C.
Verify with Plan
V- Install Simpson MGT Into wall usln
Concret
Llnt le 12"x 12" Into "wet
bthreaded
em a d (2set 2) IOd neils�into trues
Column Block
f-
7 Reber
Reber 48 Bar Dia. ,
min. Overlap TRUSS BLOCKING DETAIL
Column to LIntel �4ttac�7&nt AT GIRDER STRAPPING
,4T CENTER BE,4RINC,, POINT
NTS
1/8" thick Ilght textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Tyype 2 felt paper using 8d nails. Substrate
to be 19/32' COX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12
26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4' aide 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 \
none
Additional Precast Lintel
x5 bars
Lintel
Bar
Clear
"A"
"B"
Length
Len th
9
Sp, n
Bars
Bars
2'-10"
2'-8"
I'-6"
2,#3
none
3'-6"
3'-4"
2'-2"
2,#3
-none
BFB-OB/IT BF8-IB/IT BF8-IB/2T
Additional
4'-0"
3'-10"
2'-8"
2,43
none
tt5 bare •.•
CLEA ;`
2,#3
Nall
SCHEDULE
Mork
Window
or Door
Unit
Width
Lrntel
Size
Cast-Crete
SpeciPlcaUon
Rowe of
"H" Block
Above
Boteom
Steal
Size
Top
Steel
Size
Mept
Gravity
Load
(pLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
3'-L'
8F8-OB/IT
I
tt5
300
I549
1024
L31
2'-0
4'-O"
8F8-OB/IT
I
#5
25L1
1363
10
L45
4'-5"
5'-10"
BFB-08/IT
I
#5
1105
909
339
L50
5'-0'
G'-G'
8F8-OB/IT
I
#5
1238
835
121
LLO
6'-8"
1'-4"
8111118-OB/IT
I
#5
1011
121
534
L80
8'-O'
9'-40
8F8-IB/2T
I
tt5
2
u5
l52
591
512
L90
9'-0"
10'-4"
BPS-IB/2T
I
#5
2
tt5
L43
530
401
L90B
9'-0"
10'-G"
BFI4-IB/2T
ONE
i
#5
2
45
1533
1183
401
1_I00
10'-0"
II'-4"
8F8-IB/2T
I
#5
2
tt5
582
494
452
LIOOB
10'-0"
II'-4"
eFIL-IB/2T
ONE
I
u5
2
#5
134G
1028
452
LI20
12'-O"
13'-4'
8F8-IB/2T
I
tt5
2
tt5
411
428
324
LI206
12'-0"
13'-4"
BFIL-IB/2T
ONE
I
its
2
tt5
1015
110
324
LI40
14'-0"
I5'-4"
81sIL-IB/21r
ONE
I
#5
2
#5
1250
609
259
LILO
IL'-O"
IT-4'
8F8-IB/2T
I
tt5
2
tt5
300
192
194
LILOB
IV -Or
I'1'-4"
BFIL-0/2T
ONE
I
#5
2
#5
950
500
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 P51 CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x I I/2" Halle —
( 24" o.c.) supporting Max_
18101ba. uplift
Aluminum Drip -------
Edge t Fascia
12"
2" x 6" Sub-Fasci
Kaycan full o vent vmgl soffit metalled
tieing I/e" ilia shank x 15" long gale.
rooting nails with 3/e" ilia. heed per
product approval -see chart sheet ttl
12" x 12" concrete column
block filled with concrete
and (2) ire bare vert. tied��
Into lintels above
thicken edge to 8"x8"
with concrete and
one tt5 bar continuous
BEYOND
Top of faoter
16" below finished floor
4
Aluminum Drip
Edge 6 Fascia
Co crate Anchors Per
Ma ufacturers specs
Poured Concrete or /
concrete black well N 1I/4"Max.
Aluminum Panel
Sizes per manufacturer
- See Tua cal Stud Detal
I
' v l/a° x 3/32" Wing Nut w/
I v_ appropriate washer and spacing
I u `v per manufacturer's Details
d 4 .ocs'
I � �
I
' =m
I "
I d
I x
1 �
I
I
I I
I I 11115.
I
Stud Detail
Poured Concrete or Stud w/ Die Caat Zinc era
concrete block wall � I Nickel Plated Wing Nut
vl°
Concrete Anchors Per =.
Manufacturers Specs
Flash and Counter v
flash
Nail ledger to
gable end truQilr\
with (2) IOd
at each web
I/2" thick stucco on 3/6" hi -rib lath
attached to horizontal and vertical wood
Framing with Halls or staples to provide
no lees than I-3/4" penetration Into
horizontal wood framing and 3/4" penetration
into vertical wood Pramina members
5/8" thick fight 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
a Slope
per
Foundation
plan
Brace Gable end
with 2" x 4" SYP #2
8ft back Walled to bottom
of top chords using (2) IOd
Halls at each truss
LLI
PRE-ENGINEEiiED WOOD TRUSSES
� e 24"o.c. TYPICAL
( shop drawings by manufacturer )
R-30 blown fiberglass
Flush Mounted Shutter Detail
nts
N
N
�
X
s
O�
rn
N
�
4�0�
Q
L
O 93
U
o0
a
ems_
°p
O
�N
d
Brace Gable end
with 2" x 4" SYP #2 min.
8Ft back Walled to bottom —
of top chords using (2) IOd
Halls at each truss
a
0
in bottom chord or trusses m
-1/2" drywall with smooth finish o =
Two rows of beam block filled with concrete
-and (1) #5 bar cont, in each row. Substitute u
precast lintel filled with concrete and (1) #5
bar cont, for bottom row over openings m
I/2" drggwall over I" x furrinN
gg
strips of 16" o.c. with R4.1 f`I-foil
Insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
Strap
5/e'
truss to wall
ilia. threaded
using Simpson MGT with
rod with min 12" embedment
Simpson HETA 20
Into beam
either wet
set or In epoxy with
hurricane anchor at each truss
(22)
truss
IOd
leg
Halls Into
per detail
truss. Add blocking to
on this sheet
( 24" O.C.) supporting Max.
IBI/l IL_ ._Lr"
and shall meet all pertaining ASTM codes, HETA 20
Mortar to be Type "M" oney proportioned per FBC R601.1
and Mortar points shall comply with FBC RbOl.2.1.
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
PIII cell with concrete and ROOF
O O � }�"� � J/�\ I\`IL
h * I
(1) US bar vert. (typrcaD. I}�
Max. spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET
spacing at openings
4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
6"x6" #10/10 WWM on 6 and Vlsqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
lclean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
Tf1=fT�1T ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
=IIII=IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY
=IIII=IIII=IIII=IIIIIIII—IIII—IIII— I. Ili' TRUSS MANUFACTURER
III i�II ;,.IIII=IIII=IIII=III IIII IIiI- =F1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
li 3 Typical Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
Scale ; " _ " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
Braden $ Braden AI A, FA Wynne Building Corp. Date Drawn :Revisions Sheet Comm :4Architects - Planners 5-9--I1
Tel
S.E. Coconut Avenue The Grand Carlton LEFT E Drawn by: w4" l 2 — 2 b
Tel (712) 287-8258 commast .net C.C.U.
E-mail: braden
Fax (rat) 28 Spanish Lakes Checked bg:
Stuart FL 3ala comcaSt. Lucie Count Florida OF 5 Vile
Ali co;!) r "4996 #AAC000032 D_R? S.
Wood
Base
Cr7
PANEL
"A"
arc# Description Wire Load BR Poles
Poles
BR
Load
Wire
Description
circ#
2
40
1.0 kw
#8
A/C comp
1
2
AHU
#Io
3.5 kw
30
2
3
q
2
30
4.5 kw
#l0
40 gal. water HTR
5
6
Range
#L
12.0 kw
50
2
1
8
1
20
1.8 kw
#12
Pump
9
10
Dr er
#10
5.0 kw
30
2
11
12
1
20
1.5 kw
31:12
13
14
Dishwasher
#12
1.2 kw
20
1
1
20
1.5 kw
#12
Microwave
i5
14
Refrigerator
#12
1.2 kw
20
1
I
20
1.5 Ike
#12
Kitchen S.A.C.
I�
18
Recepts
#12
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
1
20
1.2 kw
412
Clothes Washer
21
22
Recepts
#12
20
1
1
20
0.81 kw
#12
Garage Door Opener
23
24
Recepts
#12
20
1
I
120
1.4 kw
#12
25
2L
Recepts
#12
20
1
1
20
1.92 kw
#12
21
28
Recepts
412
#12
20
1
1
20
#12
General Lighting
29
30
Recepts
20
1
1
20
#12
General Lighting
31
32
Recepts
912
20
1
1
20
912
General Lighting
33
34
Exterior GFCI
#12
20
1
1
20
912
General Lighting
35
36
Bathroom GFI
#12
20
1
I
20
#12
Smoke Detectors
31
38
General Lighting
#12
20
1
I
20
#12
Bathroom GFI
39
40
General Lighting
412
20
1
s are
41
42
Spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
General .Lighting. (3. watts sq. ft.)
$mall. A.ppha.n.ce. C.ircuit(s) . . ... . . . . . . .. . . . . .................
Rprige........................................... .............
Refrigerator
Microwave .......... ...............
Dish, Washer ............. _..................................
Clothes Washer ..............................................
Clothes -Dryer ................................................
Water Heater
Water Pump ...................................................
.............
Garage. Door. Opener.
1135
3
5,205
2
1,500
3.000
1
12,000
12,000
I
1,200
1 500
1,200
1,200
5,000
1,200
1
1,500
1
1,200
--
1
1,200
1
5.000
1
4,500
1,800
4,600
1
1,800
1
810
810
Total Watts
31,415
First 10000 Watts $100%
1
10,000
10,000
Remainder 21.415 e40%
1
O
10,944
Electric Heat or A/C 10,000 50%
1 10,000
Watts
10,000
Calculated Load
30,946
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbol LeOrd
S
Single Pole Switch
®
Recessed Can Light
S3
Double Pole Switch
®
Eyeball Recessed
1
PB
Push Button Switch
Exhaust Fan
Duplex Outlet
Ceiling Mounted Light
Special Receptacle
o-
Wall Mounted Light
==ec
L.P. rr
Waterproof ground fault circuit
interrupter
w
Light with Pull Chain (attic)
®
Floor Duplex Outlet
@
Computer Connection Jack
Fc-ri-1
Carbon Monoxide Detector
Flood Light
QT
Thermostat
m
Electrical Panel
®
Central Vac
cE:-::b
Electrical Meter
Q
Smoke Detector
Ceiling fan
Q
Television Jack
Telephone Jack
AC DISo
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Florescent Light
sr'KR
Speaker Hook -Up
Intercom
143 CFM
IOxiox6
MASTER
BEDROOM
143 CFM
IOxlOxb
12xl2x9
B/A
F 1 F'
IL - _ _ - - - - - - 4\ i
12xl2x9
B/A
CLOSE
x4
Yent_thru ____
Soffit �- H
I �\I
I
101,
IN
I
GR IAT
ROM
I
I
169 CFM I Center Registers
on ceiling fan 169 CFM
IOxio I \�IOxloxl
12"
L------T -
DINING
ROOM
"
i FM
j ��A� Sx 4-
Lce7i�; A T H
111 N i - - - A'I$/I C 150 I -
10 UT-
CT2• II0
JII1II
20
IL"_2_2" _x _54"_ >
Attic Access
---23-2 C-
FM
c - - - - - I 12xdxl
i�
Meter Panel
Amp ex4xSECOND
35 CBEDROOMGARAGE 12x12x8hl \-
B/A
r----------------- I
I
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®= JUNCTION BOX TO SUPPORT A FAN
� � �
O = THERMOSTAT LOCATION
B/A = BALANCED AiR
SCALE: 1/4" =
1'-0"
Electric Notes:
I.
2.
Use copper wire only, no aluminum.
Provide and wire all required smoke detectors.
11. It is not the intent of these plans to show every minor detail
3.
Contractor to verify location of electrical
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
4.
service and provider.
ALL paddle fans shall be on a rheostat.
the requirements necessary for the equipment to be placed in
5.
ALL bath and kitchen receptacles to be GFI protected.
proper working order.
Ig All work shall be done 1n accordance with the N.E.C. and
6.
ALL exterior outlets be WP/GFI protected.
shall comply with all local codes and ordinances, and shall
be stalled per NFPA requirements.
in
Recessed cans n
meet all standard requirements of the local electric utility
8.
.
AFCI receptacles are regwired in all rooms except
es
and telephone company.
Kitchen, Bathrooms, and Garage.
9.
10.
A/C Return Air Balance Must comply w/ FBC RM1402
A/C Refrigerant lines that are run thru slabs must be
19. The electrical system shall be completely and effectively
sleeved in PVC
rounded as required b
g q y the latest edition of the N.E.C.
11.
ALL A/C Equipment shall comply with energy calculation
20. All material shall be new and shall bear underwriters'
12.
All work shall be performed bg a licensed electrical
labels where applicable.
contractor, the completed system shall be fullU operative.
13.
Contractor shall pay for all fees, permits, testing, and
21. All equipment and panel sizes shall be verified before
inspections including blower testing where required.
ordering. The contractor shall provide circuit routings to
14.
All work shall be coordinated with other trades to avoid
suit the job conditions.
interference with the progress of construction.
15.
All required insurance shall be provided for protection
22. Furnish and install all fixtures as called for on the plans
against the public liability and property damage for the
or as selected bg others.
duration of the work.
16.
Contractor shall guarantee all materials and workmanship
23. All raceways and pipes placed in or through any concrete
free of defects for a period of not less than two years from
slab shall be spaced a minimum of three diameters of the
the date of acceptance or certificate of occupancy, or one
largest conduit or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-I" shall be installed in metal EMT
charge and shall include replacements or repair of any
conduit.
other phase of installation that may have been damaged.
25. Dryer Vents to be installed per FBC RM1502
Z
COVERED
PORCH
4H.B.
Vent thru
Soffit
A/C disc.
ISO
#2/0 Aluminum feed AM
I %` Conduit PANEL
M TE
AHU
2" PVC ( FPL
2" rigid service PPL Bare #6 copper wire
to #5 cont. rebar in slab
ELECTRICAL RiSER
- Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
Braden t
Braden AIIA, FA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenaia8comcast.net
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
wP GF
Install owleAoru)
under disc -
not
not shown
clarity
A/C
Meter
PATiO/SLAB
,'Covered Porch\\
T \
1 \
\ I
UP GFCI
\ 1
Tv S I TV
I
Smoke / Carbon R I AT
Monoxide Detector R C� O M
Combo
s I
CM I
I
I
=8 II
II
II
II
DINING
�\ GFCI I I
I_ 4\\\GFCI GFCI1®
KITCHEN L Smoke LCgrbon-- -
Monoxide Detector
Combo \
CM
CFGFCI` /I 50 CFM
fGFS712
F NFGF;CIII'/
n
42" GFCI
22" x 54" 17" I I F /W®
I Attic Aecess O Cents
\ 1 with light
L M J
150 Am? 1° Optional
Panel \ I Pull chain panel location
\ light in attic
42" GFCI
GARAGE
II Garage
`/fjJj J� Doa
Opener
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MASTER
BEDROOM
LZ�
O
EC7RiC/4/4
\`\SECONO
BEDROOM
\
/
1 WP GFCI
\ I-I-CPOdRRH C�
SCALE: 1/4" =" i'-0
Post Light with / o o
Attic Venting Calculations FBC 2309.1
Total Attic Space = 212,4 sq. ft.
Venting Ratio I/iSO = 14.16 sq. ft. required
fi rovlde A Continuous Vented Soffit
Wynne Building Corp.
The Grand C arltor
Spanish Lakes
St. Lucie County Florida
Photo cell am+
r�
H.B.
Exhaust Duct
Thru Soffit
Wire For
Front Post
Light
Date Drawn Revisions : Sheet Comm 4
5-9-1'1
GARAGE Drawn by:
LEFT C.C.U. E -1 12 - 2 �
Checked by:
ED.R.E3- OF 6
LIFE SAFETY WARNING
s ymbol identifies Life Safety Warnings that should be read
e special attention by all persons installing trusses.
5-PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
STENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
TGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
Pnkl Cl II T RCCI
` Span or less ®
30' to 60' Span
Spree er Bar
60 degrees
or less
ag �_ Approx 2/3 to
�___ 1 /2 .— _�
T
g ',Line
spon approx.
one I/2 of span
REFER TO BCSI
REFER TO BCSI
Tr
s-s
must be set this way if crane used.
Truss must be set this way if crane used.
tr
Ins,
s
t
on example. ycw ass may not match.
rone operator sets truss this woy-
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
.IFS HArV9::�I F=FR 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 HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Truss
)s
l.
EAT PLATES BY CHAMBERS
N INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 __
M
I
181 upset=1/4" heel=315/16"
PLUMB CUT END
1
2 x 4 Top Chord
WALL HEIGHT 8'-l"
TYPICAL END DETAIL
12
4.00 F_
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
L► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT
MW8= CMaWT WOTMM tWM TMa Agin g== i REnMM
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TM admaw og"and apeer
f. Tmlm WE be mess In atft eaoonwbe was eIb bop pbomlent fall, �
!1#"Ufefobatft*trdeEa"***wAowsfitebrkatlondteillu" .
Z AldmenWaahthbWjaRlrwbaatwl0edpy0>.ubalalp,d
.S, uMiev<a watfrl noft b Provldsd by ail~ na1 b playa Tlow wail fm (10)
4104 of eeatwry ate laldratornd spew V as M row.d..b ow ant
arh was llotoa b lmllelnd plwMre M Ml a days b W h
bbadnnv�anmi+4orbwthad•M�titdaaa.atglmbraaa•
• 6Tha ltldelelpind dooa'YdOwlwabt d'amiZamiabaalby MRpl
'a pMy b b 1eb Mb. I In 4r buyaf'a'�Nb Mien on lob ap w�abla for
dew ChambwaTnwahrMdaaualpbrb IWNA *dewjobaed,a
poitbndewjob see axesrrwy. O ftntbu we bereepawsb brdwreddreryaMy.
Tlr buy. b rpPo nbb br ado1r1wW deteery etrpwwK rpinl Men TAw has b ndelwr
bece. job eb b fiot ppaappewreadd it deMry or hW Is nd
l3tryerM Iwlpombbbgrmbefa Trimbrbelk4mebduefteft �gGple' 'yd9nosw,
0. aMb n shown h peaepeph 7 wow b etApct b qrp r eny dtwase an,ada hi
- tWifiyait.ASEoparnalrtt.al.erlu,enwbed,.asdb)r�ab@MTn*&
7: 7Nt 4 a PURCHASE ORDER to CtuMen,Tnr of to an speed 4 or Ir
• ia'=. t a 11111111101011111 plloe. bwblce WE be nee an deMry wd Pdd wthh tines d
bo dltery. btwla rpey, b. made el .aa:alted Ibb'br ddmy r buyer areld
dellry d teteloeiad tnaeaa Tho wderdpnsd spoils b DaY prnbrs.Trya lenrrMa
ehomsyh foil 1bt caFsldelr ti went dpgnsant llat Lady reds 9-12 %per IlbrAl aNtQaa
. dleiesad�rarYwamnolpddttldir brl„s•
a. sWowle orrrywlwa on tis sheet aoletblba aPeemrdbof.errs hash
• W'In oamidrdim d pwMwn Truce erdrdlrtt aadt for tlb MdUM to ladWOWad
• womdlawy p,,rwwee PE when due ofetlyr and d bdshbbnw owed b
graben These by.arr orley ire ff= and Ow redwsomd,wpen to Pry arch
Ydegbbdnsss Indu ft sl1Orneys bill, r ddm* b peymere for weds wlet be anby to
' 1 in en.veft d amr moron oawnlnu agile yr.rlwR, tl. aril t1mM.a br.ndr
or afted b hwWN tlaPWGK Ogles tlet tw WO Vasa tw rly wxh aodmwa
be 8iM 60ob Counb. tiarlda.
11. Daabn roWnsUM" wa Px'rMCorW Mwdad And RR%ff awwedaddekW on
RsipraalWn nbp Far Cotlm UehV Mdd Plate Calmeced Wood Tnssn
ANSYlPUNRCA 4-2001r' .
DAYW
rors TrtaF --..
AapnAdwbwmavbo"per'BCSlwrbperwtr*xyad®,raps .
M011101e pry tresses moat be fastened bwdwr per eaapinoerin8
before they are 804 fallure to do so can rekaln roof fxaapq&
Temporary and pemwwnt bracing are required aW can sen Oft
and properly and Is the nispafrwW41W of the truss emiatom
Study the contents of the �l n packet
on dellwry
Truni smwtbeaatoridbowedbpraat"admrpew
Trusses ¢alit be met plumb and egwn
Do notlilt bunt or stw* of plywood, rooiblg marbal /eof wry
' rARrcenbsted loads on trusses, this can axes.
t)t?NOT SET TRUSSES USING THIS LAYOUT
.. -tom LAYOUT D8NMW rtrw TRUSM To Sd TRUSSO
CHAMBERS TRU96 INC
3105 Oleander Avenue
Fort'Plerr* Florida 34982.8423
800.551-5932
. FmtPlerm r..�.
14611l-el71
.%rAr0Vr''I2, r.
y�ect'S ,
rt�aart
.e('GroF'es
va
s 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 reNaI've locations.
Approved By.
Date:
Braden a Braden A.I.A. P.A.
92-0/93-2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
0 —
m'
Loading in PSF Roof R.D.L.
Top Chord Live 20
Q0 I
Top Chord Dead 7 4.2
o
Bottom Chord Live 10 Non -Concurrent
o
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
2 — c
Duration Factor 1.25
m
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
F--
Q
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
f
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 ''k,, . 7q&,o
3 4L &WO 48Al