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'fie Copy
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12
2L 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
(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 L o.c. at all laps and two staggered rows 12" o.c. in field. Attach
12'
12"
H.
5/8" thick light textured
stucco on typical concrete
block O O
construction
O
Finish Columns with
5/8" thick cut coral
finished stucco bands
RIGHT ELEVATiON
12
4 1 SLOPE
5/8" thick x 8"w cut
coral finished stucco bands
SCALE: I/4" = 1'-0"
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 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
ELEVATION NOTES:
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12
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
(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and
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
_/ a 1-111UN LUL l.vi ai stucco on LI}.picdi GOncr6Le
finished stucco bands block construction
REAR ELEVATiON
- Overhangs at 1'-0" unless otherwise noted on Roof Plan
- Roof pitch at 4:12 unless otherwise noted
- Ang changes to this plan shall be submitted to the architect
for approval in writing prior to starting construction.
- Return ALL Stucco Bands into Window or Door.
12
SLOPE
SCALE: 1/4" = I'-O"
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 1)(t4pe 2) 30 Ib 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 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
v
CONCEALED FASTENERS OR ATTACHMENT
APE THE RESPON ELiTYOFTHE
CONTRAOTOR OF HCOi 1
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
I HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
,RAY BE' NECESOMRY M ORDER TO
CONIPLYWN HMLAPPLICAd !CODES.
it«(o-00?
T. T,I,ICTr. f',C1T;,HT-; Puri-D74r, nTV;SiG"N
pF,Tir�rurFOH ¢)Ala.
1.-FRS ND Fl011! hYll`"7 Flit T fT SG
/8" thick x 8"tu cut
)ral finished stucco bands
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using Bid nails. Substrate
to be 19/32" COX Plywood nailed at C o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
8'-1" T.O.B. I HI' ®®® 12H.
o.H ® 5/8" thick x 8"w cut �., P. 5/8" thick x 8"w cut ®®®®
C finished stucco bands a lO
3 coral finished stucco bands 3 ®® ® 5/8" thick x 8% cut
I finished t corestucco bands
5/8" thick light textured ®®
stucco on typical concrete
- - - - block construction- - - - _ - - - are a Finished Floor
'-O"= Finished Floor ---- - -- -_----------------------------------O'-4"A.F.F. 5/8" thick light
textured Finish Columns with
stucco on typical concrete 5/8" thick cut coral
block construction finished stucco bands
LEFT ELEVATION FRONT ELEVATiON
SCALE: 1/4" = 1'-0"
SCALE: I/4" = I'-O"
Product Approval Submittal Affidavit
IN
Opening Schedule Swing Doors, Overhead Doors. Sliding Doors, Windows & Skylights
OTpyepning
NNO� R
Product
Model
#
Manufacturer
Glass
Attachment method
PST
X ation
t
of signAppPressure
42.3
t4
FLU 11499.2
Single Hun
9 9
Series 185
MI Windows
and doors
rom eac�i corner end L�o�cs twierie�ter thro��ln Pll�t�uck into -,d
filled CMU wall maintaining min 2.5" edge distance m strict adherence
to the product a royal.
± 60 sr
p
A
I4-0330.02
Overhead
Garage Door
Model 824/811
9'-4" max. width
W-O" max height
DAB
mt • ,2 to cancrat. a art i c. as
a N ben vent. ueng 3/8' x a' Hilt, HLO Sleeve archon a 9' ..a.
h 1.15 dw, aaehene art mia �' wipe dwtarce. Intel treat to buck
fl1 5/S' x 5/e' full thmed lag wrm m each xit.t memtwnmp
min of 15' .dg. dwterrc. - GC to arrctip ocher. to product epprMl
,WN. l 1a' t .n roller .hart.
10-9-21
+ 5p.0/-60.0 psf
B
FL# I6414.1
Fiberglass
Smootn Pro/ h Pro
Jeld-Wen
Elco 1/4" dia. tapcon with min 1.23' embedment at 3" max
from corners and 1'1.5" ox, max thereafter in head and jambs.
+ 50.0 PSF
C
FL# 15332.2
Sliding Glass
Door
Series 420
Mi Windows
and doors
x cone i suet aeon et max.
non eec� corner and "Iy o.c. awl �I'11 Iran t�ereedter through
PT Buck into whd filled CMU wall maintaining min 2.5' a ge dutanea
in strict adherence to the roduct approval.
+ 48.2 PSF
-
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
Ex Sptation
Data
Design Pressure
of Approved Tests
Mullions
FL# 15353.8
CM-18531
vertical mullion
Mi Windows
and doors
For CMU use (2) I/4' x 2 3/4" tapcons with min 1 1/4' embedment
penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25"
self capping straws per clip as shown in product approval.
+ 116.9 PSF
_
Roof
FL# IIL51.12
SV Crim
Metal R ofin g
Gulf Coast Supply
and manufacturing
2L ga. 5v trimp metal roofing attached to plywood deck using #9 x 1.5"
weed screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 16 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
?aced
spaced L o.c. at all laps and two staggered rows 12" o.c. to field. Attach
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
Kagcan
Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using
o 2x 3'a wood screws at each truss. Install s. x 1.5" Iona rina shanails witheoffitla. to battens using
+55.0/-35.0 PSF
Hurricane
Panels
FI# 15014.2
24 Gauge
Storm Panels
Global Protection
Products LLC
Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5"
long SS screw head combo. with Neoprene washer at 12 1/2" o.c.
along the bottom and 13" o.c. 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
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
2" x 4" top plate/fl 1/2" drywall ceiling on truss bottom cord
I/2" drywall on
x 4" studs at W, O.C.
base -board 1 11 / 2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
nterior Non -Bearing Partition
nts
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading
Buildina Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate
Mean Roof Height: IF-p " Roof Pitch: 4:12
Internal Pressure Coefficient: ±O_Is
SubJectability to damage from: Weathering: Negligible Termites: VernHeavu u
Width of Roof End Zone: " Wind Speed: IL5 mph ultimate
Wind Exposure Classification: C 1.21 x O.6 = 0.126
Adjustment factor for Exposure Height: ASO design
Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.6LDL
Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L psf
Roof Zone: 2. +20.6/-51.0 pat
Roof Zone: 3. +20.6/-84.0 psf
Components It Cladding Wall End Zone Width: 3'-4"
Components It Cladding Wind Pressure (NET) WWall Zone: all Zone: 5. +35,8%-47.8 psf
Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided?e_�s
Are Components an Cladding Detains Provided? Yea
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER:
ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: 45 pat FLOOR DEAD LOAD: 10oaf
JOB ADDRESS:;L&p
I' 2TCd2H .
0 = Roof Zone I
Walls Zone 4
Roof Zone 2
Walls Zone 5
END ZONE
= Corner Zones
Roof Zone 3
File Copy
FLOOR FLAN CRASH POST DETAIL
TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S.
3L" high by 4" diameter
I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor
proceeding with work. Flange with 4 - 3/81,
2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion 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. 6'
4. No dissimilar metals to touch. 2'/d',2r,",
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
�=
ALL Concrete used for vertical filled cells, coat. tie beams etc.. to
o
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
13/e"
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
A
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
M. 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
I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450
per FBC R302.9.2
17_ All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
x naile
block with case hardene
materials exposed on the underside of the roof deck or on the attic walls shall comply
prior to door attachmen
with F.B.C. R316 - see permit info box of code edition
18. G�c psum board material shall conform to ASTM C36, C19, C4_15, C514, C630, C931
C1395, C1396 be
C960, C1002, C1041,C1111, C1118, C1278, or and shall installed
according to the following: (FBC R102.3.5)
Drywall
Thickness
Location
Orientation
Framing
Member
Max. spacing
of fasteners
Sail sizing options for
installation of drywall into
Spacing
Maximum
wood framing members
Nails
Screws
2" x min. thickness
Ceiling
Perpendicular
24"
1"
121,
13ga 1 3/8" long with 19/44" head
OR
0,098" diameter x 1 1/4" long
annular -ringed or Sd cooler nail
�2
OR
Walls
Either
16"
8'
IL"
0,080" dia. xx 1 5/8" long with
15/64" head
Direction
OR
(a psum board nail 0.084" dia.
x 5/8" with 9/32" head.
1
Ceiling
Perpendicular
24"
T'
12"
13ga 1 5/8" lloong with 19/L4" head
O
0,098" diameter x 1 3/8' long
annular -ringed or bd cooler nail
8"
OR
Walls
Either
141,
a.
IL"
0.092" dia. x 1 1/8" long with
Direction
1/4" head
OR
Ggpsum board nail 0.0915" die.
x 11/8" with 19/44" head.
Install SGD thru buck into
block with 3/I0 tap -con with
1 1/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
thereafter at head per product approval
Use 3AL" 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 A131.1
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM
C1288, C1325, OR C1118 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 accompanylng smoke
developed index not to exceed -ISO 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 #11661.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self seating washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment 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 freld. Attach
deck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) IOd x 11/2" nails PRE-ENGINEERED TRUSSES
( 24" o.c.) aupporting Max. 4 at 24"o.c. TYPICAL
18101bs. uplift (shop drawings by manufacturer)
Aluminum Drip —�
Edge d Fascia
V-1/20
\R-30 blown fiberglass
in bottom chord of trusses
drywall with smooth finish
2" x 6" Sub -Fascia
Kaycan full o vent vinyl soffit installed
using 1/8" die shank x 15" long gaiv.
roofing nails with 3/8" dia. head per
product approval - see chart sheet #1
Two rows of beam block filled with concrete
and 11) 45 bar cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar cost_ for bottom row over openings
1/2" drywall over I" x furrina�
strips at IL" o.c. with R4.1 PI -foil
nsulation on typical 8" Block walls
5/8" thick light textured
stucco on typical concrete
block construction
-
m
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type M., only proportioned per FBC R601.1
and Mortar joints shall comply with FBC R601.2.L
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar Vert. w/
30" overlap
at each filled cell
Wood
Base
Flll cell with concrete and
Max.bar Vert. ( _
Mnot exspacing shall not exceed
48" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on L mil Visqueen over
/ clean compacted termite treated Fill
Grade
IIIII_--illy III 1 j'I 11111111�111111�1111111�1111111
-'�iI �,11111 = III IIII �1111111=""
14" x 14" Concrete footing
14" with (2) #5 bars cont. end #5
T Y F i C A L SECTION transverse bars at 48" O.C.
Scale : 1/2" = 1'-0
to
nails
Masonry Beam
NO
alli
Head
fixed door
sliding door
v2„
Sliding Door Detail
At Masonry Wall NTS
AREA CALCULATIONS
Living A/C =
144L
sq.
ft.
Front Porch =
141
sq.
ft.
Rear Porch =
200
sq.
ft.
Garage =
321
sq.
ft.
Total Under Roof=
2108
sq.
ft.
2' VTR
JIL
I
I
I
I
21' VTR
Mastery/� JIL
Bath I
Lay.
2'
Lay.
�• I 2" VTR
W.C. I JIL
I I
2' 3.
I
$liar.
Kit. Sink 1
I
Kitchen 2 I
I
Lay. -4
3'
i c.
Bath #2 sitar.
3"
c.o' To Septic
PLUMBiNG RISER
1" x 6" P.T. Buck nailed to O
block with case hardened nails
prior to door attachment
Masonry Wall
gpical Flooring
Install SGD thru buck into
block with 3/14" 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 approval) a m b
UJ irid ow
Schedule
Mark
Size
Rou h Open.
Window Description
PRESSURE ZONE
I.
4'-5/9'x 5'-3 A""
54%8'x 63A4°
Single Hung
ZONE 4
2,
C-2/a'x 5'-3 Aa'
15" x 63 All
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
1 2'1%2°x 38%""
Single Hung
ZONE 4
4.
4'-5%a'x
1 54%""x 54Ys"
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
manufacturers specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %,"x 83%',
Fiberglass Panel - Inswing
ZONE 4
C
6'-0" X 6'-8"
14" x 81 '/2" .7%
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood
- 6-Panel -Bi-Fold
Finished 24" x 81'/2'
E
2'-6" X 6'-8"
Solid Core - Wood
- 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood
- 6-Panel - Bi-Fold
G
2'-8" x C-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 6'-8"
Solid Core - Wood
- 6-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 ul
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
34,-0"
9'-6"
12^ 8'-6" _112"
00
00 00 LL oo °" °°
-
EGRESS O
12" x 12" concrete column block filled
with concrete and (2) #1 bars Vert. tied
Into lintels above
O
Covered Porch[F
°
o
if
12'-8"
O
O
N
OIEI I G31 I I I I O o0
o
o
MASTER © I
BEDROOM
8'-O" tol 9'-8" A.F.F.00
oI U
at
8'-0" A.F.F. Vaulteld Ceiling
a
Flat Ceiling
o
o
GREAT
ROM
I
IN
o
I
O
Rod E helf I
I
H.S.
+i Vanity to be s I v
I
r+
34 /2„111g �7- 1 I
■
C L O E 71
o
CS 2' x 6" knee -wall 8'-O" to 9'-8" A.F.F.
O V below top
rr r I counter I Vaulted Ceiling
DINING
Ll EN la• — — — I ROOM
ROd d Shelf 8 ios F\
C
Q
OGABNE
(L
/ \
A T H ` �� I Vanity to be
O
H
°
\ I 34 A2"high3/4
cv
11
o
m KITCHEI, High Wall I
"
Van
thro
Dryer
h wall
00
L — — 1-1/2" — — - N
I
A.F.F. overhang
O cY
- Flat Ceding 0
o
B.
Upper a inets to D O
FVT ext nd over Ref.
N
2" filler
I � 1
I er. Rn� BATH
:a
Rod d Shelf O
O
R-II Batt naul"Gon r ® ry O — — — — — —
W.H.
O
/C
1
#I
4"� Steel Ballard
See detail op t�i�s�ey �
nl
11„ W�
22" x 54" O
F
n
Provide auto Attie Aeeeu
I
N
closer with light I 1
22" 8'-O" A.FF.
Nor
Flat Ceding
150 Amp 4" u'-L"
v ip
no-
-A
1
Meter
L' o°
P Panel m
i
m
© SECOND m\
m
o
GARAGE E ERGEN BEDROOM �
EGRESS
o
O 8'-4" A.F.F. o n MT11 00
pFlat Ceiling o o
F-
�
0
O3
o
O
r-----------------i EGRESS
•r
Block wall in ° OQ
i g�ge to be i = o o ro°
str�ruck block
O
I I ■ O O
I C VER D
12" x 12" concrete column block Filled
ORC with concrete and (2) 1 bars Vert, tie
O
into lintels bove
I 6' 2"
I ® I
o
O
00 00 00
ry
00
9'-01, 3'-5"
2'-8"
2'-8"
Install windows 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 and 20" o.c. max.
Exterior face at head and sill per product approval
Of wall ----\ / \ Buck to be I" x 4" PT
"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT
lock with case hardened nails ON ALL JAMB, HEADER, AND
D e t a l l at W i n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK
INSTALLATION
NTS
Braden it
Braden AIA, PA
Architects
- Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E-mail:
bradenaia°comcast.net
Stuart_ FL
34991. #AAC000032
Wynne Building Corp.
The Grand Carlton
Spanish Lakes
St. Lucie County Florida
GARAGE
LEFT
)ate Drawn :
5-9-I1
Drawn by:
C.C.U.
Checked by:
D.R.B.
Attach buck to block wall with
A
n
1/4" dia. Elco conc screws with min.
1 1/4" penetration at 12" o.c. max
and 4" max from each corner thru
Exterior face 2" x L" PT Buck
of wall
apeI
ALLMV
:ll
tt8 Wood "crews thru jamb into buck
i.� at each hinge and 15" o.c. max and
III ail a+ nnr briar to door attachment
NTS
Revisions Sheet I Comm #
2. 112-26
OF 5
Re cony
STRUCTURAL
NOTES:
L
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 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
IO
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.
II.
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
12.
(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
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
BUILDING CONSTRUCTION
6
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
15.
ATTENTION OF THE ARCHITECT.
8.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
16.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
11
FOJND�47ON FLAN
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, &
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 verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 25,00 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 U5 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 (o'-O" to q'-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 21" 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-16 and
A-35 specifications. ALL Anchors to be A-307 steel.
`l. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar Vert. w/
30" overlap SEE TYPICAL
at each filled cellSECTIONS
4" concrete slab with fibermesh OR
CxV #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
I footing with (2) #5 monolithic #5 bars icont.
3
TYPICAL FOOTING DETAIL
J SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR
611 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
Step per
o . foundation plan
101, (2) #5 bars cont. bottom steel
12"
DETAIL AT GARAGE STEPDOWN
SCALE 1/2" = 1'-0"
12" x 12" concrete column
block filled with concrete
and (2) #'I bars vert. tied
into lintels above
Top of footer
16" below finished floor
MOE
Verifg house slab
height in field
-_,30"x30"x16" concrete
column footing with (4)
#5 bars peach way
... I I I l O' l i l
3-„
COLUMN FOOTING DETAIL
CALE 1/2" = 1'-0"
Thicken edge to 8"x8"
with concrete and
one #5 bar continuous
GRADE
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 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 xb' 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
PORCH SLAB EDGE DETAIL
SCALE 1/2" = I'-O"
45 bar vert. w/
30" overlap
at each filled cell
SEE TYPICAL
",-5EC7IONS
Adjust curb height
based on gar. floor 4" concrete slab with fibermesh OR
slope. VxV #10/10 WWM on 10 mil Visqueen over
#6 bar in curb clean compacted termite treated fill
Grade
E , I lli
14"w x 14"d concrete monolithic
rooting with (2) 45 bars cont.
14"
9 GARAGE CURB DETAIL
SCALE 1/2" = I'-O"
2" x 6"
PT wood secured
with \
3/8"dia.
x C anchor bolt
at 18" o.c.
overhead door track secured to
wood
jamb per manufacturer's product
approval
Garage
Door Jamb
Detail
ARAGE DOOR TO R.ESEE
NTS
NPERMIT
INFO BOXONSHEET
uIITHSTAND
PRODUCTSSURES
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
E
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
.0ouble Filled Celi Column
NTS
Braden • •
BPlanners
Tel
Fax S
.. . "
\i11Stuart. FL 34994
•��•
I - 34'-0"
20'-0"
E
00_i_i__i_ 00 "o
_iFI _�_y_i_0El— — — — — — —I — — — — t
r- — —�E -�
F
I oL_� at_I
E
- Filled cell under
I FI I Oi girder above
24„ I N I
o
Rear Patio/Slab �- I
r J to be poured separate
from
the house slab. d
EI
ci I E m I
Thicken footing to
24% x 14"d x 24"L I
FI under filled cell E a
under girder bearing. I EE E " E ❑ O0
m
0c
I Rear Patio/Slab to I
be flush with bottom of
o
00
= w
H 01N
I sliding door recess.
Slope 1/2" I
u_
I F-
E
I I;-
I�-
I F-
I I IF_
IE
0
I FI
ZO 32'-8" I
E
H.B.
I I
4" concrete slab with fiber esh OR I
0 0 Cx6" 410/10 WWM on 6 mll Visqueen over
E
Clean compacted termite tr ated fill I
ry
I I
EI I I
E
F_
IF-
i
I
E I ;-
I
I
I
O E
H.B.
I I❑ -
A/C
o
off— - /--------
W.H. I I
#I
I 4"o Steel Ballard I FI
r filled w/ Concrete ® ��_ W 1
=3 I
OI
v
Ql
I
Nc
-U m
Em_W I i
(A
to m
I _--
E + I I E
I
E 3 E I L — —a FI❑❑� I
O O Y O
E 0 I
a I . o \ IE
01 O \
\ FI
°O u Fb I `— J O
moo'° � O 0-----
_ _ _ _ _
I F5 *t m W I _, T O 00
° ❑QLO
i x O
IL I
u
E L —`'— Recess for ---_ u r— l N r I
l
E
ME E0 Garage Door ^E 00 ------------
Wgnne Building Corp.
The Grard Carlton
Spanish Lakes
St. Lucie County Florida
I IIIGV
with concrete and (2) #7 bars vert. ti
into lintels above
A
n
FOOTING
SCHEDULE
Mark
size
Description
FI
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
F
12"W
X 12"D
MONOLITHIC FOOTING
WITH
(2) #5 BARS CONTINUOUS
F
30"
x 30" x 1611p
COLUMN FOOTING WITH
(4)
#5 BARS EACH WAY
F�
8"W
x e"D
THICKEN SLAB EDGE
WITH
I #5 BAR CONTINUOUS
FS
14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB ® 0'-0"
Date Drawn Revisions Sheet
GARAGE 5 9-11 Comm #
LEFT Drawn by:
C.C.U. a, 12 - 2
Checked by:
D.R.B. OF 5
File Copy
ROOF SHEETING:
ATTACHNENT 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 Plywood
4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Ke
Area
Edge
Field
Fastener
Pressure
Zone I
601
61'
8d ring shank
45 psf
Zone 2
41,
6"
8d ring shank
76 psf
Zone 3
4"
411
8d ring shank
84 psf
** Zone 3a
611
6'i
48 wood screw
112.5 psf,
** Use nails
or screws based on
pressure
for rgqof stated
in permit
info box on these plans
for
zone 3
Concrete
/ Lintel
Verify with Plan
11 12"x 12"
II I Column Block
Rebar
Rebar 48 Bar DID.
Min. Overlap
Column to Lintel Attachment
NTS
Provide 45 bars with min. 48 bar
diameters overlap into beam. Tie
filled cell steel into continuous
beam block steeL \_1
Provide #5 bar set in pre -cast
Intel into beam where length of
the opening calls For it.
Provide Cast-
"=.Y „
BUB-OB/OT e ratstet `- -
lintel set in mortar _
Min. 8" Bearing 7L _-'-
V'. •I �� �:I
I:.
Provide PT Buck Poured Filled Ceti ;a r;:i..:3
attached per iamb
details into Filled cell
11A.'r., 4" Pre -cast
de #5 bars with min. 48 bar
.era overlap in filled cell. Tie
cell steel into continuous
' steel.
Poured Cor
concrete b'
CBS WALL Scale: 1/2" = 1'-0"
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blockinrq to vert. leg of
truss with IOd x 1,5' nails at 4" o.c.
n Install Simpson MGT into wall usingg
5/8" dia. threaded rod set min. 11"
\ into met beam and (22) IOd nails into truss
chess Per
Specs
lax
Aluminum Panel
saws per manufacturer
— Sao Tuarcal Stud Detail
1/8' x 3/32' Wing Nut w/
appropriate washer and .pacing
n
per manuracturer's Details
� Ol3'
014'
'c
m m
I
Stud Detail
Stud w/ Die Cost Zinc NTS
Nickel Plated Wing Not
114.
TRUSS BLOCKING DETAIL Manufacturers
ConcreteAnchors
CSspepats
AT GIRDER STRAPPING Flush Mounted Shutter Detail
AT CENTER BEARING POINT
its
7/8" thick light textured stucco installed per
ASTM C 924 over ASTM D type 2 paper backed
wire lath palled to substrate through one layer of
ASTM D Tyype 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at L" o.c. in field
and edges with IOd ring shank nails into studs.
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12
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
(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 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
Additional Precast Lintel
#5 bare
r',t: - r ',r', ;'•';'r, CLEAR
Lintel
Length
Bar
Length
Clear
Span
u a
A
Bars
ii u
B
Bars
2,43
2'-10"
2'-8"
1'-L"
none
2'-2"
2.#3
none
BPS-OB/IT BPS-IBAT BFB-I13/2T
Additional
4'-O"
1-8"
2 #3
none
bars •.-,
CLEAR ;,'.� �'.!j`
4'-6"
4'-4"
3'-2"
2,43
none
One Row of "H"
v Block Above
5'-2"
4'-0"
2,43
none
': '!; „ : Precast Lintel
2,3*4
none
r
",
6'-6"
6'-4"
5'-4"
2,1*4
none
Additional 1
31:5 bars
4'-2"
2.45
none
BFIL-IBAT BFIL-IB/2T
e'-4"
T-10"
1'-0"
2,21:5
none
NOT�s:
ALL reinforcing steel is grade 60.
I. min. coverage of steel=1.5"
2. min. bearing required a ea. end=e"
3. standard for reiri steel=ASTM A4I5
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LiNTEL SCHEDULE
Mark
Window
or D
Unit
Width
Lintel
Size
Cast -Crete
Specification
" Rows of
H Block
Above
Bottom
Steel
sim
Top
Steel
S1"
Max
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-V
BF8-OB/IT
1
06
301.9
1569
1024
L31
2'-V
2'-B"
3'-1'
4'-0'
BFB-OB/IT
I
#5
2541
13L3
163
L45
4'-5'
1 F-10"
BF8-OB/IT
I
#5
1105
409
339
L50
5'-O"
L'-L'
8FB-OBAT
I
#6
1238
835
121
LLD
1.'-8'
T-V
BF8-OBAT
1
#6
1011
121
1 534
LBO
V-O'
T-4'
8FB-I15/2T
I
#5
2
#6
152
591
512
L90
T-0'
10'-L'
BPS-IB/2T
1
#5
2
#6
443
530
401
L90B
T-Ow
10'-6"
BFIL-IB/2T
ONE
1
#5
2
#6
1533
1183
401
LI00
10'-0'
II'-4"
8FB-IB/2T
1
1
#5
2
#6
582
4114
452
LIOOB
10'-0'
ll'-4"
8111
ONE
1
#5
2
0
13LL
102E
452
L120
12'-0'
13'-4'
8FB-IB/2T
1
#5
2
#5
411
1 428
324
L120B
I2'-0"
IV-4'
BFIL-IB/21r
ONE
1
#5
2
#5
1015
1l0
324
L140
14'-O'
15'-4"
91"IL-I0/2T
ONE
1
#5
2
#5
1250
6041
259
LILO
IL'-O'
11'-4"
BF8-IB/2T
1
#5
2
#;
300
192
194
L160B
I4'-0'
n'-4"
BFIL-IB/2T
ONE
I
#5
2
#4
950
500
194
- ALL LiNTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI COINCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORr`nATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, ANd SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESS!,[).
Simpson HETA 20 or equal
hurricane anchor at each truss
With (10) IOd x 1 1/2" nails -
( 24' of supporting Max.
I8101be. uplift
Aluminum Drip
Edge 11 Fascia
12"
2" x 6" Sub-Fascl
Kaycan full o vent vingl soffit installed
using 1/8 die shank x 15" long gale.
roofing nails with 3/8" dia. head per
product approval - see chart sheet 91
12" x 12' concrete column
block filled with concrete
and (2) #1 bare vert. tied-�
into Initials above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of footer
IL" below finished floor
ts
12
4
Aluminum Drip
Edge f Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd nuzins
at each web \
1/2' thick stucco on 3/e' hi -rib lath
attached to horizontal and vertical wood
fremmg with nails or staples to provide
no leu than 1-3/4' penetration into
horizontal wood framing and 3/4' penetration
into vertical Wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
Varies - see plan
#5 bar wart. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
is
a Slope per Foundation plan r
I I I I-1 I I I-1 I I I-1 I I I —III I
Poured Concrat,
concrete block u
Brace Gable end
with 2" x 4" SYP 392
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
'RE- ENGINE EFEED WOOD TRUSSES
0 24"o.c. TYPICAL
( shop drawings by manufacturer )
N
N
X
Q
4J
O
1 73
a
L
O io
U O
L r_
E
O-
_ °p
O
�y
w
Brace Gable end
with 2" x 4" SYP #2 min.
8ft back nailed to bottom —
of top chords using (2) IOd
nails at each truss
"\R-30 blown fiberglass
in bottom chord of trusses
I/2" drywall with smooth finish �
Two rows of beam block filled with concrete
and (U #5 bar Cont. in each row. Substitute
precast lintel filled with concrete and (1) #5
bar Cont. for bottom row over openings
1/2" drgwall over I" x furring
strips at 16" O.C. with R , PI-foll
insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
T and shall meet all pertaining ASTM codes.
do Mortar to be Type "M" oniy proportioned_ per FBC R601.1
and Mortar joints shall comply with FBC R601.2.L
Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...)
Strap truss to wall
using Simpson MGT with
Simpson HETA 20
5/V dia.
threaded
rod with min 12" embedment
hurricane anchor
at each truss
into beam
(22) IOd
truss leg
either wet
nails into
per detail
set or in epoxy with
truss. Add blocking to
on this sheet
( 24" o.c.)
HETA 20 1810
supporting Max.
lbs. uplift
t
ME
ME
OWN
E FAR PA4
WIA
�
W, WA Fin. 01 WAEA
i
I
11 1 Ard
a A
EMU
im
I
1111 WO
WAAW, MAIN
AA
Nei
AMA
I FAM MrAreldd
MIN
FFA
Avg
<
I Gulf Coast sup
J11 woo screws with �lf
sealing washer at 12" o.c. max Spacing over APT
(tgpe 2) 30 lb rel'
underlagment installed with min. f side laps rind
n Ln laDS fastened with 1-orrosion
resistant tin Caps and with 1.25" ring shank nailli
Attic Acce
with light
Ia
5, WX
FBI
islin
HETA 20
Fill cell with concrete and ROOF F L f4
(D 45 bar veil. (typicaU. f�N
48x ppnotheshall
wi enoted
not
exceed
unless
Wood
Base ee fondng tion plan
ae notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET
J 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
L"xV #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER
clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE
III —I II1 1=
IIIIIIII����IIII�I��IIII����""��"iii ""—"IIIII'I'I;�,_ I �"''i'
14' FI
1lrill���I1�11= 3 Typical Section at Front Forch
r _i r inu a nu
sees 1 A sem, 1
O
N
N
� X
r
O�rn
F- m O a
a
-T w) N
v
E_ C _
N U N
-C
ARCHITECT FOR APPROVAL_ IN WRITING PRIOR TO STARTING CONSTRUCTION.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
— CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE
FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION
PANEL
"A'i
cires Deacription wire Load BR Poles
2 AHU 3ro 3.5 kw 30 2
Poles
BR
Load
Wire
Description
theft
2
40
1.0 kw
a8
A/C comp
1
3
4
2
a6
12.0 kw
50
2
30
4.6 kw
a10
40 gal. water HTR
5
6
Range
'I
9
8
10
Driler
1
20
1 1.8 kw
1 u12
Pump
a10
5.0 kw
30
2
II
13
12
14
1
1
20
1.5 kw
a12
Dishwasher
#12
1.2 kw
20
1
20
1.5 kw
u12
Microwave
15
16
Refrigerator
s12
1.2 kw
20
1
1
20
1.5 kw
iia
Kitchen S.A.C.
n
18
Recepts
a12
20
1
I
20
1.5 kw
x12
Kitchen S.A.C.
19
20
Recepts
u12
20
1
1
20
1 1.2 kw
912
Clothes washer
21
22
Recepts
a12
20
1
1
20
0.81 kw
all
Garage Door Opener
23
24
Recepts
212
20
1
1
20
1.4 kw
812
25
2L
Recepts
ail
20
1
1
20
1.92 kw
a12
21
28
Recepts
412
20
1
1
20
912
General Lighting
29
30
Recepts
a12
20
1
I
20
all
General Lighting
31
32
Recepts
ail
-
20
1
I
20
a12
General Lighting
33
34
Exterior GFCI
a12
20
1
1
20
412
General Lighting
35
3L
Bathroom GFI
a12
-
20
1
1
20
ail
Smoke Detectors
31
38
General Lighting
a12
-
20
1
1
20
a12
Bathroom GFI
39
40
General Lighting
212
-
20
1
-
spare
41
42
s are
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt-,
Watts
Total(Watts)
General Lighting .(3_ .watts sq. Pt.) ........... . . .. . ........
Small. A.ppiiance,.C.ircuit(s)„.„,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,
Range .... ......... .................. .......................
Refrigerator..................................................
Microwave
Dish Washer ..................................................
Clothes, .Dryer ................................................
Water Heater
..........................................................I......
Water_ .Pump ...................................................
Garage Door Opener .... .... ...........
1135
3
5,205
2
I
1,500
3,000
12,000
12,000
I
1,200
1,200
I
1.500
1,500
I
1,200
1,200
I
I
I
I
1,200
1,200
5,000
5.000
4,500
4,500
1,800
1,800
810
810
Total Watts 31,415
First 10000 Watts e100%
110,000
1
1
10,000
Remainder 21,415 940%
O
10,944
Electric Heat or A/C 10,000 545%
10,000
10,000
Calculated Load Watts 30,94L
Voltage 240
Calculated Wattage Divided by Voltage = Total Amps 129.03
Panel Size Required = 150 Amps
Electrical S mbcl Legend
S
Single Pole Switch
®
1 Recessed Can Light
53
Double Pole Switch
®
Eyeball Recessed
PB
Push Button Switch
-0-
Exhaust Fan
Duplex Outlet
Calling Mounted Light
Special Receptacle
0-
Wall Mounted Light
Waterproof ground fault circuit
interrupter
PC
Light with Pull Chain (attic)
®
Floor Duplex Outlet
©
Computer Connection Jack
Fc-m-1
Carbon Monoxide Detector
42
Flood Light
Q
Thermostat
m
Electrical Panel
®
Central Vac
g
Electrical Meter
Q
Smoke Detector
Ceiling fan
©
Television Jack
0
Telephone Jack
A o c
A/C Disconnect
®
1 x 4 Florescent Light
®
2 x 4 Florescent Light
sPicR
Speaker Hook -Up
El
Intercom
10 CFM
IOXIOX6
PATIO/SLAB
MASTER I
BEDROOM I
GR EAT
ROM
10 CFM
IOXIOX6
I
12x12x9
B/A
Center Registers
4 I IL9 CFM on ceding Pan 169 CFM
`y IOx1I x I IOXIOxl
°
I2x12x9
B/A
CLOSE
H.B.
CFM
8x4x4
I I
I I
sx4x4
3 CFM
Vent-thru ____
_ _ _ �! ��`. I DINING
Soffit
\`;.\ I ROOM
�ATH
°
io,
IN I
IL - - - - - - - -
153 CFM
12x12x1 °
°
I
H.B-
sX4 x I FM - - -
Vent thru
__H-- ----
ex
of t
fi
o �ce�i� A T H
- - - O O 20K20
T I
WINN I
i- - - -- -
#I
_____ I
22' x 54' I
Attic Access O
1
Nth light I 2 1 1 232 CFM
L - - 1
- - -J <1 I 12xLx1
IL - �T �• J
150 Amp
Meter
Panel
�`\I SECOND
8?46
35
GARAGE I BEDROOM
I \ 12x12x8
IT
�S B/A
r----------------- i
I
I I
I I
I 1
I I
I I
I I
I I
I I
I I
I I
I I
®= JUNCTION BOX TO SUPPORT A FAN
O = THERMOSTAT LOCATION
M � C � � N
f C � L L � Y O U T
B/A = BALANCED AIR
SCALE: I/4" =
1'-0"
Electric Notes:
I.
2.
Use copper wire onlg, 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.
18. All work shall be done in accordance with the N.E.C. and
L.
ALL exterior outlets to be WP/GFI protected.
shall comply with all local codes and ordinances, and shall
1.
Recessed cans to be installed per NFPA requirements.
meet all standard requirements of the local electric utility
8.
AFCI receptacles are required in all rooms except
and telephone company.
Kitchen, Bathrooms, and Garage.
9.
10.
A/C Return Air Balance Must comply w/ FBC RMI402
A/C Refri erant lines that are run thru slabs must be
19. The electrical system shall be completely and effectively
sleeved in PVC
grounded as required b the latest edition of the N.E.C.
9
11.
ALL A/C Equipment shall comply with energy calculation
20. All material shall be new and shall bear underwriters'
12.
All work shall be performed by a licensed electrical
labels where applicable.
contractor, the completed system shall be fully operative.
13.
Contractor shall pay for all 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 by others.
duration of the work.
IL.
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 then
the date of acceptance or certificate of occupancy, or one
largest condult or pipe from any other service.
year from closing sale of house.
Correction of defects shall be completed without additional
24. All exposed wire below 9'-1" shall be installed in metal EMT
charge and shall include replacements or repair of any
conduit.
other phase of installation that may have been damaged.
25, Dryer Vents to be installed per FBC RMIS02
COVERED
PORCH
#2/0 Aluminum feed
1 i/2' Conduit -_
2" PVC ( FPL
2" rigid service FPL
ELECTiRICA
A/C disc.
In
150
MCB
PANEL
are R6 copper wire
o 45 cont. rabar in slab
L 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
Exhaust Duct
Thru Soffit
4" Exhaust
Duct Thru
Wall
wP GF
Install owleArL
under disc.not shownQ
clarity
ELECTRICAL FLAY
BC 2
Total Attic Space = 212-4 sq. ft.
Venting Ratio VISO = 14.16 sq, ft. required
Provide A Continuous Vented Soffit
PATIO/SLAB
SCALE: 1/4" = 1'-0"
Post Light with / o
Photo cell
v�
u_
Braden t Braden AIA, FA
Wynne Building Corp.
Date Drawn :
Revisions :
Sheet
Architects - Planners
GARAGE
5-9-11
411 S.E. Coconut Avenue
BTel
J�
T i I e Grand Carlton
LEFT
Drawn by:
-
: (112) 281-8258
C.C.U.
Spanish Lakes
Fax : (112) 281-8283
E-mail: bradenaias'comcast.net
Checked by:
Stuart. FL 34996 #AAC00003�
St. Lucie County Florida
D.R.S_
OF 5
File Copy
H.B.
Exhaust Duct
-Thru Soffit
Wire For
Front Post
Light
Comm #
12-2�
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0; ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
A IF MULTIPLE PLY.
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
+---1 /2 —*
T a Line span approx.
Truss must be set this way if crane used.
Truss is an example. your truss may not match.
isist crane ooerator sets truss this way.
30' to 60' Span
SDreader Bar
I. g �_Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crone used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed.
AIFZ HAN�1—EF2 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
_-- -- — Carrying Girder
For Truss to Truss
Connections see
hanger/connector Nails must be as
shown. Guide tabs
schedule in engineering Dome angle nails.
package.
!.__.—J
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 r—
to
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 F__
�!
12 2.001
M upset=1/4" heel=3 15/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
lk
Do not stand on trusses until they are braced per BCSI
& properly nailed to
straps &
hangers
i
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT'
.. TRUSMCAKWMBEsrAR,EDuuM7taa AoeE�JrERrISmDNEos RETURN®
d dnr� p�o.tywn«,m. wee. wail. tamed l� .
. 1. TMM will be mehb In ado sasdim" with tda race ddlh da m layer
ill to aola outplgrtor dsbrmhdnhp.aaxssW dto tnaaos.
2. Ar dme nbns b Ws bred haw bass vedted bylhe tadersbrrd.
d Y , NdP � b, mY b (=Isnben Tnm wnlYh tau :I01
such mum nooca b beds hed Clhanhbers Tnws , wn be abwead.e tla evert
b beta nopabs mad. veil subabl¢s otlxtrinasa, d Chamhaa(�optlSh. �ri b Mtrh
4. The hna.aah�wbe�.. Nape a"sosl,.or wh.n.ry ana by TPl a wrrcA,
'a Denary a b jah eta a a tr go'w'e'rwpan6nb b Nebo Mlab ate saabla br
defde0twty.. Gpr Ter ha the solo Ac ho b daambe the adab4ry d,he Job ate oF■
The buys b resPsdbM addtbrnl Truro wa a mporrPol. fardimp delrery sdfr.
beaawa job ate b dot Prop tar dnnsyYe1a b not ors ra d Vew.e..
¢uy.r la nell
apsumla b dumb«.7nm br bwYp Boa. due b ellsMom
0. Ptloe u slhoam 4 ill 7 babw is subject b charW It any chat" anomada ii
itebyon,. A M per hour I brredakmmaybe drehyedby Chambss Tnsa.
.7. Thhlk a PURCNASE ORDER b Clhambgs,Tma d the sun agreed ilk a t
ippesinwt a reasonable pdos, bwpe will be made on delver and pap woke lenms d
on daBwrY. Imdoe mil be made d sduduled dab br denxy t bryar camp( aaeFt
tiervary d hbflnted Nate. The haalmslphed stow b pay Chambxs.Ttuss faasanaNe
.11arheth fie IforeolacfLnn b evert d payment rot tnhdy loll d2 %per North ver4 e
dhil will be added for d emn not pep wtNn tame.
. as�ahae a'<blteb srywturahxh WsauaaarnOhlias rhetbei tonne Iheath.
6. n wmapsa on d Chsnbsa Tnaa sdshdrq tasdl br tda matedd to l hefaltrted
unconditionally P anantoes paSmwt when due d any and at itlebbdrots owed b
Chimbsa Thm by,aay al facelft nhaIl end to tmderaleled'paaa to pay each
Nde these Yhtludnt a" teel t de4dl in paymst for mateeW be made by the
' - n O 1o Brat of sry 09840n mosNnt tts Remodel "tans furnished hemuMar
orpgmhatt tabnW b bench, the petal o" tut the$* wuto,or any each aeon wo
be Sell UI Cau ly. FlatNb.
11. Destn NWO nb=a we ps"Natona Sl aMard And Rexnnofrdedt Guidelines On
RCFor C "Wo'l Uaip MOM Plata Conxkd WoodThalmm
4-2e02T
,
DATW
Ibultiple ply trusses must be fastened togither per engineering
-before they are set; fauure to do Be can resultin roof collapse.
Temporary and permanent bracing are required and can toys 6fe
and property and In the rssponslblttty of the male erect
-study the contants of the bdbnnatlon packet Included on delivery
before setting truasis.
'IMases muatbeattard braotd P�� b P�"�tH�Y� �
Trusses must be set plumb and square
Do not fret bunks or stack of plywood, rooting "rbll or arty
'othei cdhCantrated loads on tmsees. this can cause co6a
D® NOT SET TRUSSES USIWG THIS LAY011T
USE LAYOUT DM NERED WITH TRUSSES TO 3E'T TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort'Plere* Florida 34982r6423
800-551-5932
Fort Pleme M 465-iM2 Fax M 465-6711
Vero Beach - 772-69-2012 Stawrt 77z°2863362
i
The Architect's or Architect's representative'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 sbape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respc locations.
Approved By:
(]dfP
92.0/93.2 MITE( 4.2
'aden & Braden A.I.A. P.A.
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
'o
Roofing Material
Shingle or Shake
-
m'
Loading in PSF
Roof R.D.L.
't
w
Top Chord Live
20
Top Chord Dead
7 4.2
L j
Bottom Chord Live
10 Non -Concurrent
E-
c
Bottom Chord Dead
10 3
of
_, I
TOTAL Load
37 7.2
o
Duration Factor
1.25
to
Wind Speed
165mph
B
u
Top Chord C.B.
Sheeting by builder.
.•
w
r
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
13 TRUSS DRAWINGS ARE ATTA13HED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed-
Date:04/24112 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -74/T&�
M11323 t®b
�5 N001