HomeMy WebLinkAboutBUILDING PLANSgulf Coast Supplq and MFG 5v Crimp Metal roofinLFL WIL51.12
A a. 5v crimp metal rooting attached to plgwood ck using #9
w:J screp with self sealing washer at 12" oc. max spacing over
(tgpe 2) 30 111 felt underlayment installed with min. 4 side laps i
laps fastened with corrosion resistant tin cap* and with I.W ring
spaced 6' o.c. at all laps and two staggermic rowl I
deck to trusses using attachment detai on this a
i/8" thick light textured
-tucco on tUpical concrete
12
block construction
SLOPE 1-4
COVERED
PORCH -, -r
777'�
— — — — — — — — — — — — — — — — — — — — —
%009000*o'Ow000
6/8" thick x 8% cut
coral finished stucco bands Finish Columns with
5/8" thick cut coral
finished stucco bands
.RIGHT ELEVATION
SCALEs 1/4' - II
I
Gulf Coast Suppill and MPG Sy Crimp Metal roofing 12L #11451.12
21, go. 5v crim% metal roofing attachod to plgwood dock using #9 x 1.5"
woo screws wit self sealin
.g washer at 12' o.c. max spacing over ASTM 0
(tgpo 2) 30 lb felt um4derlallmont installed with imm. 4" side �laps and A" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail&
ecod 6' o.c. at all laps and two stapered rows 12" o.c. in field. Attach
I to trusses using attachment deto on this sheet
12
4 1 SLOPE
01-0' Finished Floor
— — — — — — — — — — — — — — —
5/8" thick light text
stucco on t9pical concrete
block construction
LEFT ELEVATION
SCALE-- I/4W If It —Of
IGRESS I I
- - - - - - - - - - - - - - - -
MR-1111
Pull Coast Suppiq and MFG 5v Crimp Metal roofing FL '#11651.12
26 Ia. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5'
w:J screws with self scaling washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment, installed with min. 4" ode laps and 6" end
laps fastened with corrosion resistant tin cap* and with 1.25' ring shank malls
spaced V o.c. at all Ia a and two stalgered rows 12" o.c. in field. Attach
deck to trusses using attachment detai on this sheet
12
4 1 SLOPE�
stucco on tUpical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
SCALE: 1/4' - r-o,
Gulf Coast SuppIg and MFG Sv Crimp Metal roollint FL #11431,12
26 go. 5v crimp metal roolng attached to p1pood mick using #9 x 1.5'
woo screws with sell sealing washer at 12" c.c. max spacing over ASTI D
(tgpc 2) 30 lb felt underlagment installed with min. 4 side tape and 6" and
laps fastened with corrosion resistant tin ca a and ith 1.25' ring shank nails
raced A" oc. at all laps and two eta 9 rows 11" o.c. in field. Attach
ck tr pare
a to usses using attachment detai on this sheet
INN 0 0*111 -4-im Sq L MA 4
-1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one lager of 15 111 felt using ad nails. Substrate
to be19/32' COX Pigwood nailed at 0 o.c.
in field and edges with lOd ring shank galvanized
nails into truss webbing.
Imp=
=11-1
IMIM
lin
=111
LE
5/8" thick x 8% cut /
coral finished stucco bands FRONT ELEVATION
SCALE: 1/4' - P-O'
211 x 4* top platel I� '11/2' drilwall coding on true& bottom card
HI/2" drUwall on
2 x 4" studs at It," o.c.
base -board 11 11 ,, 2" x -4* P.T. bottom plate
N 4' concrete slab with fibermesh OR
L"xL* #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
mor Non -Bearing Partition
Braden i
Braden AIIA.
Arcililtects — Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
: (112) 281-8283
E mail:
brade naiaG comcast. net
AjUfl0jci1W(j4!6
AS'
(T;NNVT�
ST. LUCIE COUNTY BUILDING D VISION
f� I
REVIEWED FOR COMPLIANCEY
REVIEWED BY�,,fD
DATE �i .-1 " (r..)
PLAN9 AND PERMIT MUST BE KEPT _0N JOB
SITE OR NO INSPECTION(S) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEPLED FASTLNERS OR A—..ACHVENT,-
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COPY
Wunne Building Corp.
Stanish Lakes
S , Lucie Countg Florida
8'-1' BEARING
I r#A X*j ZOM T r. all i j 17.77 ff5d
r
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
a Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building[ Design ta: Enclosed Risk Categiorg: 11 Wind Velocitil: ILS mph ultimate
Mom Root Height: III-j20 Roa Pitch: 4.12
Internal Pressure Comirricient. toja
Subjectimbilritill to damqe from. Weathering; Negligible TerinteaVeru H@aI
Width or Rod End Zone: V-4' Wind Speed:_111—imph ultimate
djotment. faictor For Expo C
C"'Wicat"On-swire Height- 1.21 x 0A = 0,126 AR dew
,mn
Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+O.IWL, L+OA L
Componenta, 11i Cladding Wind Pressuire (NET) Root Zone. 1. +20 111 bat
orZone. 2. +207/_51.0 fial
al Zone. 3.+20 . A/ 84.0pef
Components 4 Cladding Wall End Zone Width: A'-4'
Components 9 Cladding Wind Pressure (NET) Wall Zone. 4-35:8/-38.1 Pat
Wall Zione- 5. + 5 8/-41.8 Pat
Components I Claddird Wind Pressure (NET) on Gairage Door: +32.0/-40.3 pal
Shoat Wallis Considered for Stroture? Yes
Continuous Load Path Provided? YM
Are Comporomints an Cladding Do—te-9 Provided?Yes
Kneum Sol Seeming Preamure: 2,500 Pa. PresumI X Big Test: ON
This Building SWM
APMOVFM 9=1 XWTWII
ROOF LIVE LOAD: 11 pal ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD: 45 bal FLOOR DEAD LOAD: 10 Dal
E3 ; Roof Zone I
ah Zone 4
;sRoof Zone 2
Ile Zone 5
END ZONE
- Corner Zonem
Mae Zone 3
JOB ADDRESS: 4��
Model: Date Drawn Revisions Sheet Comm
REAR 3-28-18
PORCH Drawn III
RIGHT Checked bV: Impact
D.R.B.
Vis x 3/846 Counter top - varrifil tpe
'FLOOR fmLAN 'Room* t' p at anele with contractor
TYPICAL NOTES: SCALE 114 1 0-011 CRASH'FOST DETAIL foore sdte&ta1i1*6uoPrp'*trti8a 0 eat
I N.T,S.
1. Contractor to verff9 ALL notes and dimensions prior to 3C high bg 4" diameter
steel crash post. Floor Steel countertop support angiel
proceeding with work. Flange With '41 - 3/8" Install I' from each and and Base cabinet
2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex I one in center or counter.
3. ALL Lumber to be used as Beam, Rafters, etc... to have ,ganson bolts into we angle detail
13/8"t 50 ksi steel plate) 2' x S' wood stwds
a minimum 1,400 P.S.I. fiber stress. 1/2' driwall at It' oc.
4. No dissimilar metals to touch.
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2' x ON PT wood plate
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to �2
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix /--0 1 0
6. DrUwall at ceilings shall be leveled and attached to bottom chord K17CHEN ISLAND FRAMING DETAIL
of trusses with screws per FBC R-102.3f.S.
1. ALL wood in contact with concrete shall be pressure treated.
1 .4 1. .4 2�5.1
0 Al 1 11 .4 + r 11 + A rlimamat�& 0 0 21
WIWI 11IM"01OT10 UM TIOMITIC U" 11W 1"10 Ulu W1 a W
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 accessibilitg requirements.
12. Lowest finished floor to be set bg Governing Building Department
survegor to set in field. �2 12 �2 �21
13. Separation between residence and garage shall be per FBC R302.6
1,4. Door between garage and residence shall be 1-3/4"t 20 min. rated door
(�� = Water Heater
15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.cl.]
14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.1t.2
III. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation
materials exposed on the underside of the roof deck or on the attic walls shall compI4
with F.B . C. R314t see permit info box of code edition
18. Gypsum board ma erial shall conform to ASTM C34, C19, C415, C514, C430, C931
CGr4O C1002, C1041,01-1-1, C1118, C1218 C1395, or C1394 and shall be installed
according to the following: (FBC R-102.3,S)l
DrV!
.ro
, p
Thic mass
Location
Orientation
PraffLog
am r
Spalmin
M oximu
May- specin
of fastener's
Nall farjmg options for
retaliation 61 drqwall into
wood framing members
2- x min. thickness
Nails
Screws
Y2
Calling
Perpendicular
240
Is
12*
l3g4 1 3/8ff long with 141/64" hand
OR
0.098* diameter x 1 1/4' [on
annular -ringed or Sol cooler rum
OR
0.080' dia. x 1 5/8' long oath
15/64' head
OR
Walls
Fit or
Direction
�jpsum board mail 0.080 die.
5/88 with 9/32' head.
Calling
Perpendicular
240
1-
12'
139a 1 5/8' long with 19/1,4' head
OR
0.098' diameter x 1 3/8' long
ammular-ringod or 6d cooler mail
OR
0.092' dia. x 1 1/8' long with
1/4* head OR
W4114
Ritrelecrtion
11.1
Gillpsum board mail 0.0919' dia.
x 1- 1/8' with 141IL4' head.
ft
%.
2
%. MASTER
I
2' BATH
LAVA
.4
KITCHEN
LAV-1
3-
1
2- LAUNDRY
r AAV
4
1
2*1
12o
1
2-
2- 2-
2y
gem
2-
11111111116111INNe
3.
BATH 82
SANITARY RISER
r"
Windo W1
Schedule
Attach buck to block sell with
1/4' dia. Elco conc scrams mith win.
1 1/4' penetration at 12" oc. max
and 4' max from each corner thru
Extemor two 2' x V INT Buck
-of "I
Ail
Mark
Size
Rouch Ooen.
Window Descrirition
PRESSURE ZONE
1.
4'-6Y#"x +-L
Ws"x We"
Single Hung
ZONE 4
2.
V-2ke"x 58-3 Ve"
IF x 43 !/4',
ZONE 4
3.
2'-2* x 3'-2V2"
213Vx SS5,a"
Single HUM
ZONE 4
I I i I
W We
#8 111 k thrut jamb into back
NN"d 7*,:j is
A hair o,m max and
Detail at Door jWmies Id0cw ottselownt,
4.
3 X 5'-3va"
SON x 43/4'
single Hungi
ZONE 4
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB. HEADER, AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION
ALL Windows to be aluminum windows wl tint
and mullions per elevations.
ALL windows to withstand pressures in permit Info box on sheet I
Al I iiiin,4^wn im kA+IP^^ma +^ kaa� +�m ora,4
F
351-01,
81-102"
��_;block filled with concrete and
-k-K 0
j
EGRESS 12' x 12' Concrete column
(2) #1 bare vart. tied into
lintels above
Filled cell under
girder above PORCH
WIRE LATH I STUCCO
CEILING
C41 MASTER
BEDROOM
'a elm
R rA
ir
41
If:9 ZL
-
9� Flat
Ceiling
cd)
-
Varilto to be
�,
(D
2 IQ
Rod 4_!
JhW-0" toll-S"
A.F.F.
L_ -
T
IRV Vaulted
Ceiling
in
00
GREAT'ROOM
L LOSE:T
0
I's
cc
H.B
H
to
me
0
(3
Rod 1
L
jGj
19
6 in
'r -
Is
110-
Lu
LAUNDRY
I
I I
V
cil
fkS'-O"
to T-8"
A.F.F.
0
a
Vaulted Ceiling
DINING
amit be
34 Y2 a high
ROOM
�n
1-
T
;t-
counter tape to
overhang wall 1.5"
3/8' thick steel
9 -51
51-31,
9 011
counter top
�4 i
supp
to
1. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4. -1
[AI�Irough opening dimensions to be verified bg contractor I Counter top& to
Install andows thru bwk into overiang wall 1.5'
A108.1, A118.1, A118.3, A134.1 and A131.1 with manufacturer a specs prior to constructico black with 3/10 too -can nth JF��g)A
I L L A +L AQ-rM 11/2' onstrationatAo rmax E
0. Cement, liber-cement. or gags mat. gjpsum ac ers in accor ame w,
6
C1288, C1325, OR C1118 and installe I.A.W. manufacturers recommendations shall
be used as backer for the wall tile in tub areas and wall panels in shower areas.
1. 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 accompanuing smoke
developed index not to exceed -450 when tested in accordance witli ASTM E 84.
Insulation shall compIg with F.B.C. R314.
Gull Coast Suppill and MFG Sy Crimp Metal roohn� FL #1111,511.12
24 go. 5v crimp metal rooling attached to piliwood sick using #9 x 1.5"
wood' screp with &@If sealimg washer at 12' o.c. max spacing over ASTM D
ftlipe 2) 30 lb felt un eralliment instal* wit min. 4 side.laps and 4" end
laps fastened with corrosion resistant tin Car and with 1.25 ring shank mailq
a aced I" o.c. at all Is a and two sta gere rows 12" o.c. in field. Attach
eck to trusses using a tachment detau on this sheet
r
Door
Schedule
Mark
Size
Rough Openin
Door Description
PRESSURE ZONE
*
111-01 X 11-01
108' x 04' Overhead Garage Door
ZONE 4
*
3 *-ON X t#-So
418'/4" x 83%0 plbwgkm issimel - himmunig
ZONE 4
*
V-0, X V-1111,
14' x 01 �2" g'tmw=�, Sliding Glow Door
ZONE 4
*
2'-Om X V-S'
"d Core - Wood
- &-Panel -&-Fold
Finished 24' x 81 Y
IE
12'-Ix X V-S*
Sam Care - woewl�
- &-limainel
Is
51-06 X V-111i
Solid Care - Wood
- 4-11monel Or-Pold
G
7-8' x V-111' x 1 N"
Solid Core Wood. Steel. or Maeofto Door
H
X-So X V-Sw
Solid Core - Wood - &-Panel
J
7-66 X V-11110
Solid Core - Wood! - &-leansil - Se-lealld
I I
ALL Exterior doors to witfistan' pressures stated
box on sheet 41 d
GARAGE DOOR SPECIFIED IN PRODU�T APPROVAL FORM
WITHSTAND THE PRESSURES STATE IN PERMIT INPO BOX
All rough opening dimensions to be verified 6g contractor
Nwith anufacturer a specs prior to construction
in permit info
AND SHALL
ON SHEET #1
P 0.
r 0 comer &a. mx
th a ter t 66 d I &C.
Exterior face at, 9 a par product oval
�or wall Suck to be r x 4' PT
I'x4' P.T.
Buck rumled to
lack with came hardened maila
Detail at Windows prior to mindow attachment
INTS
12"
Simpson HETA 20 or equal
::�7
hugmerni a hor pl/Sich truse 12
a:
IN Masonrili
6' P.T. Buck
Beam
set 0 d x nails
1 24' *.0 orting Max
SU4031 4
F_
PRE-ENGINEERED TRUSSES
at 24'o.c. TYPICAL
x nailed to
block with case hardened nails
Verifg attachment
11310lbs. It
(shop drawings bg manufacturer)
prior to door attachme
'
hole location with GC
Install SGD thru buck into prior to fabrication
k
block with 3/14" tap -con with 3/80 thick
1 1/2* penetration at 6' o.c. max. steel bracket
Aluminum Drip
R-30 blown fiberglass
--�from each corner and 20." o.c. max
thereafter at head per product approval
Edge 4 Fascia
in bottom chord of trusses
------1/2*
drilmall with smooth finish
2' x 6' Sub -Fascia
Two rows of beam block filled with concrete
Substitute
Use 3/16" tap -con with COUNTER TOP BRACKET
1
DETAIL
-and (1) #5 bar cont. in each raw.
1 1/2' penetration at IN o.c. may-
Kagcom full a vent ving] adfit Installed
precast lintel filled with concrete and (1) 85
bar cont. for bottom row over openings
LL
W
from each corner and 20" o.c. max
swung 116R do shank x 1.60 long sally.
thereafter at oil[ per product approval
fuels with 3/80 the. head per
approval - we chart sheet #1
1/2' dr wall over IN x furrin
W pi-foll
stri a 14" o.c. with R,
I' x I' P.T. Buck nailed to
block hardened
inzition on tgpical S' Block wall&
-be
with case mails
to door attachment
5/8' thick light textured
All drgwall to installed per FBC R702.3.1
Head
prior
stucco on tUpical concrete
block construction
T
�0
and silliall meet all pertaining ASTM codes.
Mortar to be Tgpe "M' only� pro er FBC
p
R601.1
,t%ortioned
and Mortar jonts shall compo wit FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers,
tube etc ...
4
Ifixed door
#5 bar vert. w/
sliding door
30" overlap
Fill call with concrete and
at each filled
--gax_
#5 bar vert. litillpical).
Masonrg Wall
stacing shall not exceed
Wood
uness otherwise noted
Base
see foundation plan notes for
spacing at opering&
Bottom
--------- `Tgpical Flooring
4' concrete slab with fibermesh OR
VxV #10/10 WWM on I mil Visqueen over
Install SGD thru buck into
clean compacted termite treated fill
Sliding D oor
c with 3/16" tap -con with
1 1/2" penetration at 6" o.c. mar -
petail "Oc'
Grade
from each corner and 20.' o.c. max
0
--fter at jambs per product approval Jamb
At Masonrg Wall
NTS
Braden I Braden AIIA,
PA
Architects - Planners
14" x 14" Concrete footima
#14
411 S.E. Coconut Avenue
with (2) #5 bars. c0t- and
TYPICAL SECTION
transverse bare at 48- O.C.
Tel : (112) 281-8258
Fax : (112) 281-8283
E-marl: bradenatam comcast. not
Scale : 1/2" = 1'-0"
"-1 PIA421121 OA A
BD
U
SECOND
+41" high mail
+41" high mail
I
0 0 I OLU I
)L
BEDROOM
I
KITCHEN
jkv-0- A.F.F.
zo
Flat Ceiling
Upper cabinet& to
Vault1d
Ceiling
0
extend over Re
MICRO
"IC110
NON-V
11011 V
vi
vis
NT
NT
L
Vj
G
L
10 0
r
H.S.
U-11
Proo- do auto
-\R-n ft
THIRD
9
t
[closer
4"41; Steel Ballard.
Sao detail this
BEDROOM
on
>
r 22' x 64*
r
0
3:
1 AtW Acceso
,au
I <1
J
8'-0' A.F.F_
iq
JoIG_
L
L
L
Flat Ceiling
rilli A_F,F�.
�jf
4111V Flat Ceiling
GARAGI=
12'- 8
ZVI
C4)
Block wall im�l?
,�'gara to be
1:12l1l:
--IIF-11 Il-
MT 111[7-1
11!
T
N
R-11 SeLts InodaLm Provide
closer
auto
d
strucie block c"
150 Amp
Panel
EMERGENCY -
r - - - - - - - - - - - - - - - -
-
EGRESS
r - - - - - - - - - - - - - -
- - -
if
'I CART'l
-0
GOLF
GARAGE
I
In
...........
/A-\
rA\
2'-8-
X21 91-00
T-S"
91-0.
:21-811
351-0"
Square rootage
Breakdown
Total A/C Soace
= 1,153
Sq. ft.
Covered Fordh
Total = 212
sq. ft.
Garage =
-459
sq. ft.
Total
Cubic Ft
14,024 Under Roof Total
2,484 sq. ft.
WUn e Budding C rp. Date Drawn Revisons Sheet Comm #
REAR 3-28-18
Drawn b9:
THE WINDSOR PORCH C.C.U. 2
Stanish Lakes RIGHT Chocked bg: Impact
5 1 Locie Countg Florida 0. R. B. OF 5
STRUCTURAL NOTES:
I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2 500 PSF SOIL
�ON-UNIFORM
S.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
FROM HOUSE TO DRAINS fll`� PROVIDED) PER PLANS
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPER ENGINEERING DATA FOR DESIGN.
9.
DESIGN LOADS ARE AS FOLLOWS:
2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
BE MIN. 3000 PSI
ROOF (DL+LL) = 41 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL
WIND VELOCITY = PER PFERMIT INFO BOX ON SHEET #1
BE 3000 PSI OR 4,000 FBI GROUT MIX AT 28 DAYS
EXPOSURE =00cif
3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
10.
ALL REINFORCING STEEL SHALL BE GRADE 40. MEETING ASTM A -I(., t
4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4Xis 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
11,
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
SHALL � BE IN PLACE PRIOR TO POURING CONCRETE.
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
SEE ARCHITECTURAL OR MtCHANICAL PLANS WHERE APPLICABLE.
S. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
10% MATERIAL
12.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
CLEAN GRANULAR SAND CONTAINING LESS THAN
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
BEAMS: 1-1/2"
STRUCTURAL FILL IN LOOSE LAYERS OF 12- IN THICKNESS AND
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
la.
LAP ALL REINFORCING STIEEiL A MINIMUM OF 48 BAR DIAMETERS.
i
6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE W I OD WITH A MINIMUM Fb OF 1400 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMIS61ONS TO THE
IS.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
ATTENTION OF THE ARCHITECT,
PSI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE.
I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
16.
I
ALL LUMBER IN CONTACT WJITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. GISS RATING.
FOUNDATION FLAN
1. Ang changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction,
3. Soil conditions assumed to be 2500 psf. Should ang other conditions be
encountered, the architect shall be notified in writing for revision
-4. Verifg all recess thickness at showers, tile, etc....
S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48"
o.c. max. Provide (1) filled cell on each side of openings up,,to 5`11" wide.
Provide (2) filled cells on each side of openings from L'—O to 9`11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for ang other condition used. Foundation walls
shall have filled cells at 2-4" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Surveg — Form Board Surveg
to be provided to Truss Compang prior to truss cons truction
1. Contractor to provide for soll test prior to construction and provide
a copg of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—i4 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/211 concrete protection at beams for ALL reinforcing bars.
Thicken edtle to S'xS"
SCALE: 1/4" = V-011
FOOTING SCHEDULE
marki
sm
Description
14-11111
x 14-D
MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS
128W
!X 14ND
MONOLITHIC FOOTING - 6m STEP DETAII_ ON THIS SHEET
ix 30N x lif"D
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
.300
BOW x 8"D
THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS
14'W x 14"D
With icurb at Garage
MONOLITHIC FOOTING WITH 2 #6 BARS CONTINUOUS - CURB 9 0'-0-
leg
112nW iX I8nD
MONOLITHIC FOOTING - A" STEP DETAIL ON THIS SHEET
#5 bar vert. w/ _.,[A[�VE TYPICAL with concrete and 4' concrete stab with fibermesh OF
30" overlap - ECTIONS one 95 bar continuous Vx4i" #10/10 WWM on 10 mil Visqueel
at each filled call clean compacted termite treated ft
4' concrete slab with fibormesh OR
Afix4if #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade\
14-w x 1-4-d concrete monolithic FOR,
footina with (2) #5 bars comt. �4__
Q 95 bar Vert. w/
TYPICAL FOOTING DETAIL 30a overlap
F �1 at each filled colt
L_J SCALE 1/2" = ]'-U;;
4 if concrete slab with fibermesh OR Adjust curb heipht
611xv #10/10 WWM on 10 mil Visqueen over based on gar. I'lom
clean compacted termite treated fill slope.
#5 bar in curb\
#5 bar cont.
0 .1—
CN
(2) #5 bar& corit. bottom steel
OF -TAIL AT 4" GARAGE STEFDOWN
of = F-On
J SCALE 1/2 1 G A R
120 x 12' concrete column
block filled with cowete
and (2) #1 bars Vert. tid
into lintels aboVO Verifill house slab
-V height in field
To 0
.p of f oter
it. below finished floor
IV
7 T
U 30'. q
COLUMN �O_OTING DETAIL
01111111501
LOT.INCLUDED ON THIS PERMIT
8.
SLAB EDGE DETAIL
SCALE 1/2"
4' concrete slab with ftbarrmirsh OR
6*xA, XIOAO WWM on 10 mil Visqueen o)
clean compacted termite treated fill
,_nn
14"w x 14'd concrete mo
footing with (2) #5 bars
CURB DETAIL
Qr�Al = il,)o = i,-e
4' concrete slab with fibermesh OR
4,,x4,, #10/10 WWM an 10 mil Visqueen over
clean compacted termite treated fill
#5 bar cont.
t. bottom
DETA[L AT 9" GARAGE STEFDOW
SCALE 1/2" = 1'-0"
over
Termite Protectior 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.
It 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 pipin penetrating
concrete slab on grade floors shall not te of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x 6" PIT wood sec'ured with
3/8"dia. x 0 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 #11. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Call Masonrq Column With One
US From Footing To Beam Each. Filled Cell Masonrg Columm With One
Conc, Fill To Be SOOO P51
See Floor Plan For Location #5 From Footing To Tie Beam
Conc. Fill To Be 3000 FBI
See Floor Plan For Location
[Double Filled Cell Column C Filled Cell Column
NT5 NTS
H.B.
A/C
#I
r— — — — -- EF — — — — — —
24" 7
r
Thicken footing to
24*w x 14"d x 24"L
under filled call
under girder bearing.
0
Will
/_U__1
r 3�
12m x 12" concrete column block filled
concrete and (2) #1 bars Vert. tied
3 5, - THIS P r1wn'tto lintel& above
Ft 1 V, W-10y2"
OL
d),
;7 — — —
L L
Filled cell under
d,,rder above
Rear Porch Slab to 0
be poured separateig I
from House Slab. 6 0-
0
L
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Slope 10 1 10
\ 41k concrete slab with fibermesh OR
4 x4" #10/10 WWM on 4 mil Visqueen over
clean compacted termite treated fill
X,�-concrete slab with fibermesh OR
-10/10 WWM on f. mil Vi"eeri over
clean compacted termite treated fill
N�#- ul
>
3:1
L tka//7/ - — — — — — — -- r
0
r
14, top
-6
z I
7771 Ls" Recess forT
2`8" 1 91-0. -L 2,-s--L
Braden i Braden AIA, PA
W gnine Sudding Corp.
Architect* — Planners
411 S.E. Coconut Avenue
THE WINEDSIC
Tel . (112) 281-8258
Fax - (112) 281-8283
Stianish Lakes
E mail. bradienaiae' comcast. net
5 Lucie Coun to Florida
IT-11 02 A929b 1 41- A A
.
I DW
MICROWAVE
NO?(-VPNT
7�770_
r0__(M
— — — J6—
Steel Ballard
detail on this'
0
to 7
L — — — — —
1.5" Recess for
Garage Door
91-01,
Uri,
H.B.
Date Drawn Revisions Sheet Comm #
3-28-18
REAR Drawn bV:
PORCH C.C%U.
RIGH7 Checked bv, Impact
O.R.B. or- 5
ROOF SHEETING
ATTACHMENT DETAIL
1. Minimum Nail Size = 8d ring shank (min. 2.5" lorig)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CIDX Flilwood
4. Use nails or screws baaqd on pressure for roolf stated
in permit info box on these plans for zone 3
Keu
Area
Edge
Field
Fastener
Max.
Presk,11111I
nZone
1
411
4 If
8d ring shank
T
�5 psf
Zone 2
4"
4 U
8d ring shank
%. sf
Zone 3
4 of
8d ring shank
84 par
Zone 3a
400
#8 wood screw
712�.Spsf
Use nails or si;rews based on pres re for roof stated
in permit info box On these plans fur zone 3
Concrete
/ Lintel
Column
Verifll with Plan
Provide #5 bars with min. 48 bar
diamI overlap into beam. Tie
filled Go[[ steel into continuous
beam block steal. X�_
Provide #9 bar set in
II into beam where li
the opening calls for iti,:
Provide Cast -Crate __' — -A.;
110-06/07 '"ast - — — — — I-1----_ --[7
lintel set in mortar
Min. a' Bearing
12'x 12"
lumn Block
\)# -1 Rebar
Rebar L48 Bar Da.
"Min. Overap
to Lintel Attdchmert
BEAM SCHEDULE
Mark Size and Descrilwon
Two raw* of beam block Afl!eg with concrete and 1 #5 bar
SI continuous in each raw. vert. bar over top bw with
#5 400 bend bar wilth a 10' min. lap at top bar.
PT
4" Pre-ca&t
Sill
cast ROOF f= L A N Scale : 1/2" = I'-0"
or
— Overhangs at V—O" unless otherwise noted on this sheet
Roof pitch at +12 unless otherwise noted on this -sheet
— Truss shop drawings to be provided bg manufacturer
— Ang changes to this plan shall be submitted to the
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 lagout and uplift verification
Filled Cell - Contractor to provide for Form Board Surveg and to provide
Form Board Surveg to Truss Compang prior to truss construction
Provide #5 baI with min. 48 bar
Pi,ameters overlap in filled call, Tie
Iled call steel into contmuctis
lootor steel.
concrete
+ :
L r
(&*Is tooter
for' exact sizes)
DETAIL AT
WINDOW OPENING
IN
CBS WALL
Scale:
1/2"
= V-0"
/�SINGLE FLY REAR GIRDER TRUSS
Ned 7 x 4' kodur
.P to vort. I" or
train with II x LN nails, at 4' &a.
Instal MOT Me uP on.
111 1 "thrdaded rod it oft I
wito set boom and (22) rOd noils wito trams
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING POINT
NTS I I
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM 0 t9pe 2 pa?er backed
a
wire lath nailed to substrate tfirct4h one aller or
ASTM 0 Tilipe 2 felt paper using Scl nails. Substrate
to be 19/S2" CDX Plilwood I at V o.c. in field
and edges with 10d ring shank nails into studs.
Gulf Coast Supplii, and MPG 5v Crimp Metal roofini fal- #11451.12
24 go. 5v crimp motel roofing attached to plgwood Nick using #9
wood' *crew& with self sealing washer at 12" o.c. max spacing over
(tillpe 2) 30 111 felt underlailiment installed with min. -4 aide lap& i
lapi fastened with corrosion resistant tin caps and with 1.25' ring
ed A' o.c. at all laps and two staggered rows 12' o.c. in fie
eacck' to tru a using attachment detail on this sheet
ddI a] recast Lin &I "A" H B #I
45 baI_/ Lintel Bar Clear
V. Bars Bars
Is 41 CLEAR ength Length Span
2 .4
1 T-10" none
is
2 us
SP"BAT OPS-15AT 01111111 2'- 2AS none
Additional T-8" 2.43 none
#5 bar&
CLEAN 41-411 31-21, 2.4a none
me Row of 'N'
Block Above 61-41, 5'- 2 .41-01, 2,43 none
'to
1, *1, 5'-10' 5'- 8 2,44 none
.. . ...... Precast Lintel
41-411 2.U-4 none
Additions
#5 bar&
T- 4 T-0" 2 2,45 none
NOTES: 811"116-151 2,95 none
1. min. coverage of steel-1.5"
2 min. bearvig required 0 ea. end=13" ALL reinforcing steel is grade 40,
3 standard for rewif. stee]=ASTM A615
TYPICAL LINTEL SECTION
If PRECAST CONCRETE ) I
LINTEL SCHEDULE
Mork
Window
or Door
Unit
lLhdth
kirtal
III
Q80t-Cirste
Speamcation
RON or
'Ho Black
Above
54 t"
st"'
1toem
I am
MOL
0
max.
fPLP)
MNL
Let"
1.22
2'-2'
SI
BIRS-08I
_Wad0_
I
as
30991
111
1024
LSI
4'-Oo
SPS-*B/IT
1
#5
211110
343
163
L45
4*-V
I 5'-Kr
OMP-M/IT
1
$5
1105
410111
3S`1
L50
V-O*
AI
SPS-0811T
I
SO
IM
036
12
L40
C-80
T-C
OPS-01SAT
I
as
1011
121
04
LBO
8'-Offi
III
SPO-10I
I
IS
2
85
152
111
so
L410
1`11I
10I
OPS-18/2T
1
*5
2
#5
&1
530
401
L`105
V-Cr
10'-Aw
81116-151
ONE
1
$5
2
$6
1111
us
401
11.100
101
111
OIKB�ISI
—
I I
a
2
$9
512
4`114
40
1.10001
101-00.
111-44
aft-10I
ONE
1
$5
2
#5
13" —1
1028
452
L120
17-0'
11
61118-11111
—
1
*5
2
$5
411
428
324
L1200
121-01
11
OF16-10/2T
ONE
1
0
2
as
I"
'NO
324
L140
W-O'
1111I
61ffI6-IB/2T
ONE
1
85
2
80
120-0—
JI
-iU-
2511
LIAO
W-00
IT-401
#PS-0/2T
1
85
2
05
-_
M4
LISOIS
W-04
111
OFIAI I
ONIE
I I
a 1
2
,
1 #5
_Lq_0_
115F
14114
_199
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID LUITH 3000 PSI CONCRrZTF_
REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAII LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-On LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or I I
us'
hurricane one rugs
,Odhor lot
I
with (10) x /Sqo nas s -
1 240 &c.) IM arting Max
ISIOII Upptrt
Alaraws D4
Edge I ac
2' x A" Sub
Kalicer Nil o vent viral soffit installed
using 1181 1 Aank x L1I I galy.
made w0 3/ir dia. head per
approval - we chart shost #1
12' x 12' concrete column
block Idled with concrete
and (2) 81 bar* vart. tiI
into II above
thicken edge to B'xB'
with concrete and
me #5 bar continuous
BEYOND
To
.p or footer
14 below finished floor
.2
E
4F 7--
I _
Aluminum Drip -
Edge t Fascia
Plash and Counter
rlash
Nail ledger to
gable end truss
with (2) 10d r4fla
at each web �� \
lit -rib lath
vorticid wood
a to
,ratioravide
into
m =45r:saftration
5/8' thick light textured
stucco on tupical concrete
I block construction
Varier, - see plan
#5 bar vort. w/
30" overlap
at each filled c*II
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
I
Step
I
per
foundation
plan -
In! Slope
per
foundation
plan
I
Tunical Se
wood
Base
I LLI
0
F-
ZL
40
C*4
U
F-
Ul
(T)
Brace Gable and
with 2* x 4' SYP #2
Oft back nailed to bottom
of top chords using (2) 104
nails at each truss
IRE -ENGINEERED WOOD TRUSSES
0 2-4"o.c. TYPICAL
if shop drawings bl; manufacturer
`\R-30 blown fibeyttias
in bottom chord trus&I
--1/2' drillwall with smooth finish
Two rows of beam block filled with concrete
--and (1) #5 bar cont. in each raw. Substitute
recast lintel filled with concrete and (1) #3
or cont. for bottom row over openings
1/2" drUwall over I' x furrin
strips at W o.c. with R4.1 Pli-foil
insulation on tilpical ' Block walls
All drIlwall to -be installed per FBC R102.3.1
F and shall moot all pertaining ASTM codes.
0 Mortar to be Tgpe "II il pro ortioredeer FBC RLOTI
0I
and Mortar joints shall com I I III h FSC 1.01.2.1.
Provide Dur O-Rock at a I wet areas (ex. showers, tubs etc...
Fill call with concrete and
#5 bar Yort. (tilpical).
Ex. %aCtng shall not exceed
480 un otherwise noted
site foundation plan notes for
spacing at opening&
4* concrete slab with fibermesh OR
VxiV #10/10 WWM on L mil Visqueen over
/clean compacted termite treated rill
at Frort Porch
Scale . 1/2" = V-0"
Braden 4
Braden AIIA, PA
Architecu - Planners
411
S.E. Coconut Avenue
Tel
: (112) 281-8258
Fax
; (112) 281-8283
E-marl:
bradenaias"comcast.net.
Stuart. FL
S4991. #AACOOOOS2
04
5impson HETA 20
Stroll truss to wall
using Simpson MGT wit
hurricane anchor at each
truss
5/8 dia.
threaded
rod with min 12" embed
of
If :24 o.c.) supporting
1810 lbs. urilift
Ma
1�ETA �2�
into beam
(22) 10d
�truss leg
either wet
nails into
per detail
act or in opoxij with
truss. Add blocking to
on this sheet
'I
PAM
W, WAA d WA &W", A
I
I
Aro
E
FA
9 ME A WIMA Wo- Awl, MA
mi
I
Nis
U
INww�=11
NA WA
s
r NAIA
WAA MAN
MIAMI
Apr
AdIWAIP
N I M�M
1111111
IN
III
III
ON
r10
RISE
<�RETA 26,�>
Provide d Simpson HETA 20 Provide forl gutter
ownelpa" hurricane anchor at each truss
2.401 o.c.) supporting ax.
1810 lbs. uplift
Ujunne Building Corp.
Stanish Lakes
5 . Lucie Countg Florida
CHETA 211
Date Drawn
Revisiom
REAR
3-28-18
Drawn bUt
PORCH
RIGHT
C.C.U.
Chocked bi:
D.R.B.
9L
4L
Wt
q) OD
E C
iib 10 V
2 C4
I tu
Provide dmnapout
Sheet
4.
0 F
Comm #
15-159B
Impact
Opt. PATIO/SLAB
PANEL
"A"
Paws
SR
Load
Wire
Description
dircs
owes
Description
Wire
2
40
1.0 ke
*a
A/C comp
1
2
AHU
#10
3
4
2
30
4.6 kw
sio
40 gol. imater HTR
6
4
Range
at
a
1
20
1.0 kis
#12
Pespi
dl
10
Drger
#10
5.0 ko
30
2
11
12
1
-
1
120
1 1.5 ke
812
Is
14
Dishwasher
#12
1.2 kW0
20
1
1
20
1.5 ka
#12
lilicramove
15
16
Refrigerator
#12
1.2 ks
20
1
1
20
1.6 kd
212
Kitchen S.A.C.
11
is
Recepts
3112
20
1
1
20
1.5 kd
#12
Kitchen S.A.C.
ill
20
Recepts
812
-
20
1
1
20
1.2 ko
$12
Clothes Washer
21
22
Recepts
#12
_
20
1
1
20
0.81 ke
#12
Garage Dow Opener
23
24
Recepts
#12
1
20
1
1
20
1.4 ko
$12
25
2&
Recapts
#12
20
1
1
20
1.112 Ins
$12
21
20
RacwPts
312
20
1
I
is
#14
General Lighting
29
1 30
1 Recopts
#12
20
1
I
is
#14
General Lighting
51
32
Receipts
#12
20
1
#14
General Lio ind
3S
34
Exterior GFCI
#12
20
1
I
Is
#14
General Lighting
35
3t
Bathroom G1Z1
#12
1
1
20
#12
Sm*@ Detectors
31
38
General Lighting
#14
1
20
#12
bathroom Gr-I
3q
40
General Lighting
*14
sbare
41
1 42
1 soare
PANEL 4A0 LOAD CALCULATION SHEET
Load Description
atli.
Watts
Total(Watts)
.......
IF;rge .........................................................
....... I ........... ... ............ I ...............
.M.ic.rowaye ............ I ........................................
Dish Washer
..................... I ...........................................
.................. ........................
................................................
.t4ater..H.eater ........................ _ ......................
...................................................
pprPoe. ppc?r. pp!q�?r
1135
3
5.205
2
1,500
3,000
1
12.000
12,000
1
4200
1
1.500
_LWO
1,500
1
1.200
1200
1
1.200
1.200
1
5,000
5,000
1
4,500
14.500
1
1,00
- 1,800
I
1 81
__810
Total Watts
- 51,415
First 10000 Watts 9100%
1
10.000
10.000
Remainder 21,416 *40%
0
10,4146
Electric Heat or A/C 10,000 90%
110,000
10,000
Calculated Load
Watts
30.1IL6
Voltage
240
Calculated Wattage Divided bg Voltage Total Amps 1241.03
Panel Size Required 150 Amps
Sgmbol Legend
iElectrical
5
I
single pew Switch
Recessed Can Light
Double Pdd batch
Milehiall Recessed
f is
p
Push Batten Sisitch
ir
Exhaust Pon
6
Duplex outlet
Cetking Mounted Light
OW
apshand Receptacle
0-
wall Mounted L#t
Illaterproor, ground fault interrupter
,
Light with Pug Chien (attic)
Floor DO" outlet
@
Computer Connection Jack
rc-ml
Carbon Manosado Detector
4&
Flood Light
Thennoollat
cs=
Electrical Panel
Central Vu
rc::21
Electrical mew
Slooko D*tecw
Calim ton
Tollevow JNA
Telephone Jack
AC DISC
A/C Disconnect
I x 4 Florescent Light
CF2
2 x 4 Flarescont Light
Speaker Hook -Up
Ifterom
JUNCTION BOX TO SUPPORT A FAN
THERMOSTAT LOCATION
B/A Balanced Air
Electric Notes:
1. Use copper wire on1j, no aluminum.
a
2 . Provide and wire required smoke detectors.
3. Contractor to verifg location of electrical
_rovider.
service and p
4. ALL taddle fans shall be an a rheostat.
S. ALL ath and kitchen receptacles to be GFI protected.
4. ALL exterior outlets to be WP/GFI protected.
1. Recessed cans to be installed per NFPA requirements.
8. AFCI receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must compIg wl FBC RMIL02
10. A/C RefriAwFt lines that are run thru slabs must be
sleeved in
11. ALL A/C Equipment shall compig with energg calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed a tem shall be fullu operative.
13. Contractor shall pag for allylees, permits. teitiriq. and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15. All required insurance shalf be provided for protection
against the public liabilitg and propertg damage for the
duration of the work.
16. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two gears from
the date of acceptance or certificate of occupancg, or one
gear from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of ang
other phase of installation that mag have been damaged.
11. It is not the intent of these plans to show everg minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical sgstem and provide all
the requirements necessarg for the equipment to be placed in
proper working order,
18. All work shall be dome in accordance with the N.E.C. and
shall compig with all local codes and ordinances, and shall
meet all standard requirements of the local electric utilitg
and telebhone combana.
so
I J/
. 9 A�kniixugm food gcm;
W-01ion I PANEL
2' PVC i
Vent thru
Safe—
2' nod service 1111101. we
/-f`0"*5"CX%r in 41111110
ELECTRICAL -RISER
P4 CPM
103dOxL
T I- \R
MAS
BEDROOM
124 Cr-M
IO-WOxL 'LZtr�
F
12w:t
IB/A
WX4
11 FM
LOSET
LAUNDRY
116 Clam
"X4
I
1111 Clam
12xgxl
SECOND
BEDROOM
12xl2xlO
L-A 141 Clem
lOxlOx'l
12'
IAM
PORCH
141 CFM
lO)dOx1
REATi ROOM
141 CPK
IOXIOXI
DINING
ROOM
- - - -
I DW
0
I
KITCHEN
30 nRup. r
2�CLEAR
E�L
MCROWAVF
MON-VENT
-4
11
F-11
12xI2x9 1*
EmF
S/A
THIRD 4'cO Steel Ballard
See detail on this
BEDROOM
\a uJ
I >1
-� 0 1
1 3: 1 A2
I math light
L- - - -
100 Clam r tt,
CF"
GARAGE
iO Amp
Panel
oil
>
X4.
Cps"
- - - - - - - - - - - - - r ----------------- i
OLF CART,
GARAGE
L - - - - -
Contractor shall we AL-CU Landing
lugs. NTS
C ract torque Ituas I.A.W.
ereall,
.t,f re aniffiencia icine Which
rac
matt
shall be verified prior to construction
19. The electrical agatem shall be
completelg and effectivel
grounded as required bg the latest edition of the N.E.8.
20. All matertal shall be new and
shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes
shall be verified before
ordering. The contractor shall
provide circuit routing& to
suit the job conditions.
22. Furnish and install all fixtures
as called for on the plans
or as selected bg others.
23. All racewags and pipes placed in or through ang concrete
slab shall be spaced a minimum
of throe diameters of the
largest conduit or pipe from ang other service.
24. All exposed wire below T-I"
shall be installed in metal EMT
conduit.
26. Dirger Vents to be installed
per FBC RMI502
�1 E A N I A L LAYOUT
THERMOSTAT LOCATION SCALE: 114" 1'-0
Braden 4
Braden AIIA. PA
Arclilitects - Planners
411
S.E. Coconut Avenue
Tel :
B
(712) 281-8258
Fax :
(112) 281-8283
-marl:
bradenaia0comcast.net
MASTER
BEDROOM
00�
�rc CLOSE
'a
0
N
a
Install oulet
THIRD
under disc�
not shown BEDROOLI,
claritU
100
INCL -7i) ON
Ps -
.00,
PORCH
WP Grcl
GREAT
ROOM
DINING
.0001 ROOM
K,1 T H E4
;T*fSrr_LPFA1t2 I
is
_t
mir
10
-4ft.- J
lle-rcf
(V
4*0 Steel Ballard
Sao detail on this
r
L - - -
�OPTIONAL PANEL
'0, LOCATION
11 IXI 11 IL
V� - III A. GARAGE
FC1 PJ /7 J_
Grcl
rc'
ISO.Amp
4
It Fa 7el e V N Grcl
r. . . PcI S,
r-------- r -tie - - - - - - - -
Garage Garage
Door
Door D
0 or
Opener Opener
GOLF CART,
GARAGE
I I
I GFC1 to Jalrow lights
.01
ELECTRICAL FL A N.
4 Post Light Nth
SCALE: 1/4" 1 -011 Phow con
Center Post L%ht
4_
/
oe
:A- iii
\- lu
1>1
I L
-7-
offl
F"
Attic Ventina Calculations F5C 2309.1 betseen drivengillis
Total Attic Space = 2101 05� ft.
Venting Ratio 1/150 = 18. s)i. ft. required
Provide A Continuous Vent So f,
WUnne Building C rp.
Stanish Lakes
Lucie Countg Florida
Date Drawn
Revisions
REAR
3-2s-la
PORCH
Drawn bV:
RIGHT
C.c.u.
Chocked bg,
D.R.B.
Wire For
Pront Post
Light
Sheet
F.
Comm
Impact
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALi. TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
:7ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DIETERMIN
I A IF MULTIPLE PLY. 111
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK.
CONSULT BCSI
30'Span or less &1 30' to 60' Span
*_11 \ \,.o,160 degrees Spreafiinr Bar
\ or less )7L
4 - 112 __*
iq Line span approx.
REFER 70 BCS1
,��o n,bst be s�t th�h ay �f r.ne �,d
,�, � a . ...... 1� you, 1�uss may not match
st p,�ot,,, �,th tr�sh thi� ,t�y,
�709 �*_ Approx 2/3 to
1-me 1/2 of Span
REFER TO BCSI
,ss must be set this way if crone used.
This is an example, truss may not match.
theist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
are installed.
,Inl� I FZ " zn-, r-J Ill I IF== Fz:;,b " 4--> --F- Ill
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.
Carrying Girder
For Truss to Truss
Connections see
hanger/connector ails must be as
Emn. Guide tabs 0
schedule in engineering TDome angle' nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
\1
.
I I
u
r
-W
6
han., I.T�s
CORNER DETAIL
'f RHANGS NOT SHOWN FOR CLa%RITY
U�,
upset�1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRUSSES FOR THE FIRST MODEL S� OULD BF SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH
Do not stand on trusses ntil they are braced per BCSI & properly nailed to straps & hangers
16-3m 1W-00 znz
A W-T C
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIG � iT 0 F 8'-00
ABOVE FIN[SHED FLOOR
1� -
��z
rn
_t�
4�
INVERTED '%p WEBS AT CENTER
W19r B.C. PANNEL LOAD W/ (2)
/i !;II nil 9 I'll NI __Il
I
D AREAS ARE OF %
CONCERN & MUST BE
D CAREFULLY & MAY
- DEVIATION FROM
__T7�1
C,RA
N I
_zz-11
FABRICAT]ION AGREEMENT'
Tifusm cAmorr S STAIM UUM TM AGFZbftff IS SWM a RETUMM
The atial description of the PvP" lahone 00 trusses %41 be Moral W
The undersigned 80111lawledilso and Orem
1-. Trosaris YA be Made, In Oft scoardence all ft hag pliscepreof dialisnan byao�
sluch . k IN tabilicationeit" tror"m
1 2.A1==Wjot4hMbow=by,2*
A Unilm wrillm nollos =v.Wed by,=aa an I:=
days iN dOmy the undrin a" 1101111114:11arl" WR be
such ween nation Is �r isles
An rr�� Tln%::�
lob"In cam at C=C�V drp In Whkh
4.Tha=""k6W11= reow Of 'Ka I -or :1r=6h1;:y INS=
it M. � � =1 =h =4 11 I= : = : 4 % = Is ide,
P01111101101`110)Dballistr arz� 1%9 be
=;:Td@hv saperses It Cliarnbars Tim has to radial
==F= tw dell or bum Is not far daknory of bumos�
=101b
`7=10 due to see conistions,
1=3= :::40rt� clients, 9 srW chantles am. made 1r)
l=
Ill layout. A $M per frour be br riniblons rinar, be clanged by ChKAbOM TMM
a PURCHASE ORDER ID Charnbers.Truss Of 10 surn sillsood ta, or N nik
11=11 ressiona"s price. knoice vAll be mads on &&my and paid Wft tem of ag
A
On* dellimr. lmvk* IM be made at wiliddudilid date bf delivery 9 kW cannot iscospif
=c1=Ma,d= _TMu reasonablil
co In Zt= WT;;
dimillis, all be added for d surns not paildhalthin larpa� Pollinate sainjos,
IN, hw4kL
w-Inowaidervition of Chambers Thass a*= the undandwred
urxmncLW=RY gustafflass; pol;:%irw�w due of any and al indisibledneas owed to
Charnbans Truss by.say entity raideral and the undersigned owass to pay such
od~vassf inickwinil allffneffs bes. V did" In PWInanl for be made by the
I(L into Wiwi of my 8WOKOW4, to Ithins Illundshed hereunder
=i= M241hat the aplia veaus lior wry such action will
Ob a W, OW =. =
11. Drall fooPCn$MUBn am Par -National Standard And Rlittormanded Goidainso on
==F:r C011111111COM LWO Main! Plate Connected Wood Truslias
DATEP�
.,ill F - -1 barinritereg"Perimmi-wibirvivint"i 1 n,
' mumoo ply truileares must be ft;6ned together per smoneel
�.befbre #147 am 611114 110HUM to do so can metilitin roar cwlapq&
Tempon" OW Permanent brac;;g am rewdred and can am Mb
. * OW Property and b the raisFIMMMW of dn trifters arodw.
Sti* the Contents Of ft hillbli'llindition packet linclucled on deRnry
behm asit!
.!!g
...7liteinealnuattleastal —PardeswilloplisiortkW&&MIgix
Truineas must be W Pkaub and sq1tien
Do IWO* bunkil or Stack of P4vood, roofft materille! or any
bad* on tosses, Oft can ime collillop"
71 5_W'TSET TRUSSES USING 7HIS LAY0UT
, a 0
-USE LAYOUT DEUVERED VffM TRUSSES TO S07iTRUSSES
CHAMBERS TRUM INC
310toleanderiienue
Fort Mercier, FICAda 349824=
800-651-5932
YortP119me M-46&=12 Fill A 1 ative's
OT a
"dCulMechieck" of the contractor,
The contractor tihall remain responsible
for checking 'fold measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading an
structure from gr It ' of lift loads and
their re- MlW:7 "" ns
Approved Byj�Z` gik
92-0/93.2 MITEK 4.2 -1 — - _
Ir.d,n & Bridle,, A.1-A. P.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWIFRSIC-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
0 Top Chord Live 20
>,� Top Chord Dead 7
.9 1. 4.2
2 Bottom Chord Live 10 Non -Concurrent
0
0 Bottom Chord Dead 10 3
E TOTAL Load 37 7.2
0
I:= a Duration Factor 1.25
= Wind Speed 165mph
cc 0 Top Chord C.B. Sheeting by builder.
2 >.
.9 Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 116-00
Building Type
z ENCLOSED
Building Category 11:Non Restrictive
Exposure Category C
Barrier Island No
Confiorms; to FBC 2017
R.D.L=Resllrainina Dead Load C.113.=Continuous 2mg2a
Verify DESIGN CRITERIA shown above whh the'
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Ingineer of Record.
Chambers Truss Inc. Drawing Name: MI 1392
Scale: 1/4 = 1'
82 total trusses, 15 diffbrent trusses.
MI 4: RILC ACAD: RLC Reviewed By-_
Date: 10/07/15 Revised: 03r2l/18
1 1 1 %Jj r%_)K
14'-4'
l< WYNNE BUILDING CORP.
DESCRIPTION:
PORCH LEFT 71'CARLTON 3BED REAR PORCH
PAGE 1 of I CUSTOMER INMALS EACH PAGE
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7V&0
156 hiov-le—