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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12
26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and 0 ent
eps fastened with corrosion resistant tin caps and with I. " ring shank Hari
s�aced L o.c. at all laps and two staggered rows 12' o.c. field. Attac
eck to trusses using attachment detail on this sheet
5/8" thick light textured
itucco on typical concrete
block construction
12
SLOPE 14
U
RIGHT ELEVATION
12
4 SLOPE
COVERED
PORCH
5/8" thick x 8"w cut
coral finished stucco bands Finish Columns with /
5/8" thick cut coral
finished stucco bands
Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #11651.12
2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detail on this sheet
2"
O'—O" - Finished Floor
5/8" thick light textured
stucco on typical concrete
block construction
LEFT ELEVATION
SCALE: 1/4' - 1'-0'
GRES5 IT
u
Gulf Coast Supply and MFG 5v Crimp Metal roofing F116 L #51.12
26 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5'
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails
spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach
deck to trusses using attachment detal on this sheet
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
REAR ELEVATION
SCALE: 1/4• - r—O'
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
26 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5"
wood screws with self sealing washer at 12' c.c. max spacing over ASTM D
(type 2) 30 lb felt underlagment installed with min. 4 side laps and V end
laps fastened with corrosion resistant Lin caps and with 1. 5' ring shank nails
spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at V o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
4 SLOPE
12.
12l,
as
0'-0Y -
Finished FI= ilk
ae;5/8" thick x 8"w cut
coral finished stucco bands FRONT ELEVATION
SCALE: 1/4' - 1'-0'
2" x 4" top plate drywall ceiling on truss bottom cord
base -board
Interior Non -Bear)
I/2" drywall on
2" x 4" studs at IL" o.c.
2" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
6'xL' #10/10 wwM on 6 mil Viaqueen over
clean compacted termite treated Pill
Partition
Braden t
Braden AIAe
Arclntects — Planners
411
S.E. Coconut Avenue
Tel
(712) 281-8258
Fax :
(112) 281-8283
E-mail:
bradenala®comcast.net
A Wunne Building Corp.
THE UJII_DSC
S ankh II
S . Lucia County Florida
ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP.
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading
Building Deity n is: Enclosed Risk Category it Wind Velocity: ILS mph ultimate
Mean Roof eight: IIII'—O • Roof Pitch:
€`
r
4.12
Internal Pressure ant: tin -in
€
Subjectabnlitg to damage from: Weathering: Nealiabie Termites: Very Heave
Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate
bind Exposure Classification: C
1.21 x O.L = 0.12L"
Adjustment factor for Exposure Height: A$Dev n
Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDDL .LI�L
Components t Cladding Wind Pressure (NET) Roof Zane: I. +20.6/-32.6 psf
Roof one: 2. +20.4/- 1.0 pal
Rod one: 3. +20.L/-84.0 psf
Components t Cladding Wall End Zone Width:'-'
Components t Cladding Wind Pressure (NET) one: .+35.8/-38.1 pal
E3- Rod Zone I
Wall Zone:. +35.8/-41.8 pat
Wags Zone 4
Components t Cladding Wind Presaure (NET) on Garage Door: +32.0/-40.3 Pat
Shear Wall* Considered for Structure? Yee
Continuous Load Path Provided?_�y
- Roof Zane 2
s
Walls Zone 5
Are Components an Cladding Det�a Provided? Yes
END ZONE
Minimum Sal Bearing Pressure: si. Presumptive: X B Test: psi
Corner Zaws
S E RODUC AP R VAL F RIM A T P O E TION F R O E IN S-
Rod Zane 3
ROOF LIVE LOAD: S1 pat ROOF DEAD LOAD: 10 pat
FLOOR LIVE LOAD:jL_ poll FLOOR DEAD LOAD:_0 per
JOB ADDRESS:
Model:
REAR
PORCH
RIGHT
)ate Drawn : Revisions :
3-28-18 5-23-18 Garage floor slope and
Drawn by: smoke detector revision
CCU by t73U
Checked by: (VIEWED FOR
D.R.B.
ST. LUCIE COUNTY
BOCC
Sheet Comm #
Impact
OP 5
FILE COPY
8'-10 Y2"
FLOOR CLAN
Recess top plate an"'
x 3/8"d Counter top - verity type
4. for steel support angle with contractor
C R ASH POST DETAIL see detail on this shoat
TYPICAL NOTES: SCALE 1/4" = 1'-O"
N.T.S.
I. Contractor to verifg ALL notes and dimensions prior to
high by 4" diameter
steel crash post. Floor steel countertop support angle
steel
s
proceeding with Work.
Flange with 4 - 3/8" Install L' from each and an Base cabinet
in center of counter.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
expansion bolts Into one
we angle detail
3. ALL Lumber to be used as Beam, Rafters, etc... to have
slab (3/8"t so ksi steel plate) 2' x 8" mood studs
a minimum 1,400 P.S.I. fiber stress.
L° 1/2' drywall at IL' o.c.
4. No dissimilar metals to touch.
�" �" 2• x 8" PT wood plate
S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
0
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
o
6. Drywall at ceilings shall be leveled and attached to bottom chord
113/8" 2!6" KITCHEN ISLAND FRAMING DETAIL
of trusses with screws per FBC R102.3.5.
4
rea
hllb t te
1. ALL wood in contact with concrete s a e pressure .
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 accessibilitg requirements.
12. Lowest finished floor to be set bg Governing Building Department 2" 2y1.
surveyor to set in field. �2" /,"
13. Separation between residence and garage shall be per FBC R302.6 6"'
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
w.H. = Water Heater
S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1
6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2
1. 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 complg
with F.B.C. R316 - see permit info box of code edition
S. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931
Ccf60, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed
according to the following: (FBC R102.3.5�
Or call
8
Thicknea
Location
Orientation
Framing
Member
Mex s akin
p 9
oP fasteners
Nall sizing options for
installation of drywall into
Spacing
Mawamum
wood framm members
Nails
Screws
2" x min. t icknass
Ceiling
Perpendicular
24'
7"
12'
13ga 1 3/8' long with 19/64" head
0.098" diameter x 1 1/4' long
annular -ringed or 5d coder nail
y2
OR
Walls
Either
IL'
S.
IL'
0.080' dia. six 1 5/8" long with
Direction
15/64' head
OR
Gµpeum board nail 0,084' dia.
x 1 5/8' with 9/32' head.
Ceiling
Perpendicular
34"
T
12'
I3ga 15/8 log with 19/44' head
OR
0.098' diameter x 1 3/8' long
annular -ringed or Ld coder nail
OR
Walls
Either
IL'
S.
lL"
0.092' dia. xx 1 1/8' long with
Direction
114 head
OR
Gypsum board nail 0.0915' dia.
x 11/8' with 19/64' head.
19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6,
A108.1, AI18.1, A118.3, AI36.1 and A131.1
'2« i .�. r VTR
MATH R 4 1
I LAY-4 I �'.�,. �,, .12'� KITCHEN
luvi ��N.� 3•� 1 2, LAUNDRY } v
1 I I 1 12«
1 1 2'1 1
I I I Vi v-i
2« 2• 2• 2•
3" aNeaa 2" 2"
13 .Oi
sTA 2' 4mlle s-
• 3• SATH #2
3' SANITARY RISER
rite
Attach buck to block wall with
1/4' dia. Eleo cone saran with an.
1 1/4' penetration at 12' o.c. max
and 4' max from each corner thru
extorter two 2" x V PT Buck
.of an
aria
seYoc?dsclswe thru jab mte buck
Detail at Door � each dare and Ili' t ma and
a• W ilea• ettaohesnt
NTS
INSTALL VULKEM BLOCK SEALANT
ON ALL JAMB. HEADER. AND
SILL BLOCK PRIOR TO BUCK
INSTALLATION O
Install windows thru buck into
block with 3/I9' tap -con with
20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM I free penetration at L• o.0 wmi
C1288, C1325, OR CII18 and Installed I.A.W. manufacturers recommendations shall inR.�r l :eA� and°�o aMmwk
be used as backer for the wall the in tub areas and wall panels in shower areas. D oOr Schedule h e d u l e Exterior f°" et had wild . per ore act ato be l
d wall suds to be 1' x 4' PT
21. Insulation including facings such as retarders or vapor permeable members installed Mark Size Rough Opening Door Description PRESSURE ZONE v
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics A T-o" X T-O" 108' x 84' overhead Garage Dorn ZONE 4
shall have a flame spread index not to exceed 25 with an accompanyin smoke
developed index not to exceed 450 when tested in accordance with ASTM E 84. B 3'-0' X V-s" 41"'/," x 8334" ,bar Par►el - i ZONE 4 1•x4• P.T. Buck nailed to
Insulation shall coin I with F.B.C. R316. lock with case hardened nods
p g C L'-OM X L'-8' 14' x el 'h" ^"' 6a°°' 8bbrm G4ess poor ZONE 4 Detail a t W i n d OW S Prior to endow attachment
D 2'-(7 X V-s• Solid Core - Wood - L-Panel -Br-Pohl Pnsahrd 24' x 81 %" NTS
E 2'-6" X V-8" Sabd Care - Wood - L-Panel
le 5'-01 X 6'-8" Solid Core - Wood - L-Panel - Br -Fold
G '-8" x L'-8" x 1 Solid Core Wood, Steel, or MamrnsOe Door
H 2'-8" X 4'-8" Solid Core - Wood - L-Parlel
d 2'-6" X V-8" Schd Care - Wood - L-Panel - Bi-Pabd
Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12
2f. Ia. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" ALL Exterior doors to withstand pressures stated in permit info
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 0 and box on sheet 41
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
?aced L" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
dpeck to trusses using attachment dotal on this sheet WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensione to be verified by contractor
with manufacturer a specs prior to construction
12"
Simpson HETA 20 or equal
hurrica anchor at each truss 12 " Masonry Beam
with (Ig IOd x 11/2" nmis PRE-ENGINEERED TRUSSES I x L P.T. Buck nailed to
( 24' o.c.) wppporting Max 4 at 24'o.c. TYPICAL block with case hardened nails hole l attachment
18101bs. upldt prior to door attachme hole location with GC
(shop drawings by manufacturer) Install SGD thru buck into prior to fabrication
block with 3/IL" tap -con with 3/8" thick L,
11/2' penetration at 6" o.c. max.steel bracket
R-30 blown fiberglass from each corner and 20." o.c. max
Edgeu! Fascia g thereafter at head per product approval /
In bottom chord of trusses
V-1/20 drywall with smooth finish
2" x L' Sub -Fascia Two rows of beam block filled with concrete 0 0 Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL
and (1) #5 bar cunt. in each row. Substitute 1 1/2" penetration at L" o.c. max.
Kaycan full o vent via 1 adfit installed precast lintel filled with concrete and (1) #5 from each corner and 20" o.c. max
urnp 1/8' da shank x IS' long gels. bar cunt. for bottom row over openings thereafter at sill per product approval
roofing nails with 3/8' dia. head per
product approval - am chart sheet #1 1/2" dr well over I' x furrin
stripa aT IL" o.c. with R4.1 Pii-Poll P x V P.T. Buck nailed to
insulation on typical 8" Block walls block with case hardened nails
5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment
stucco on typical concrete and shall meet all pertaining ASTM codes.
block construction ro Mortar to be Type M onlgg proportioned per FBC RLOLI
and Mortar Jonts shall comp with FBC R401.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...7 fixed door
#5 bar vert. w/ sliding door r
30' overlap Fill cell with concrete and
at each Pilled cell ll) #5 bar vert. (typical). n Masonry Wall �y',•,t,'„1
ax. spacing shall not exceed
Wood 48" unless otherwise noted
see foundation plan notes for
Base spacing at openings
Bottom' Ti Typical Flooring
4" concrete slab with hbermesh OR ac
L"xL" #10/10 WWM on L mil Visqueen overt' Ill Install SGD thr„u buck Into
clean compacted termite treated Pill b11/2" wpenetration as 6" o.c. con h max.
Grade Sliding Door Detail from each corner an 0." o.c. max
t b product
thereafter a p r p ucapproval
L.: :: .:..:... Tjamb* e w Jamb
At Masonry Wall NTS
Braden t Braden AIIAe 10,4 �,ne Building C or Date yawn : 8 @vision& . sl a and Sheet omm
�- p 3 28 18 23 18 Garage floor op
Aralvteets - Planners REAR smoke detector revision
-- -- -- - Drawn b :
Concrete footrn
g 411 S.E. Coconut Avenue 9
wit (2) #5 bars taint. end #5 l � - I 5 9 +-�
h
" � IwUi�IOSOR PORCH
ITHE 2
transverse bars at 48 C.C.ocTel (112) 281 8258 G.C.U.
TYPICAL SECTION Fax :(112)281-8283 RIGHT Impact
11 it E-mail: bradenaiaecomcast.net S anllh Lakes Checked by: h'
C t FI d OF 5
Y2 7'-7
EGRESS
13'-II"
MASTER
0
BEDROOM
ro im
8'-O" A.F.F.
�12" x 12" Concrete column --
block Pilled with concrete and
(2) #1 bars vert. tied into
lintel* above
Filled cell under
r girder above PORCH
WIRE LATH I: STUCCO
CEILING
19'-9"
a� a�� IL'-O"
4.ITwa Flat Ceiling
r I
n
N
0
i
Window Schedule
Mark
Size
Rou h O en.
Window Description
PRESSURE ZONE
I.
4'-5Yw"x 4'-L %s"
54%"x We"
Single Harm
ZONE 4
2.
L'-2Ye"x 5'-3''s"
15' x L3%;'
SemM Hung
ZONE 4
2°-2' x V-2V2"
21Y2"x 38%e"
8snple Hung
ZONE 4
4.3'-I'
x 5'-3!s"
38' x 63'/4"
Single Hung
ZONE 4
ALL Windows to
be aluminum windows w/ tint
and mullions per
elevations.
ALL windows to withstand
pressures in permit info box
on sheet I
ALL windows in bathrooms to be tempered
All rough opening dimensions
to be verified by contractor
with manufacturer a specs prior to construction
D
ill to be O
1
O
4 Y2' high
°
8'-O" toil-8" A.F.F.
Rod t Shelf77,_
T
Vaulted Ceding
in
GREAT'ROOM
°AiRFoLd-t
OS
T
I o
I
,
H B
-
;�'°
°
Shelf
cry
I
L1
-
Nm
a
O
m
37"
"
Q
3'-4°
-
32"
DRYER
ASHER
I
I
o-
9'
5" OFX
LAUNDRY
I
Lu
►-
n 111
N
I
to 9'-8"
A.F.F.
O
Vaulted Ceiling
I
DINING
o
=_
I
°
Yanity to be
34 Y2"high I I
I ROOM
c+i
j
T
w
(
counter tops to 3/8' thick steel
overhang wall 1.5"
1
to
O
counter top
90
eupp
eq__ eq.
can
or tops to
«
®
L
over
ang wall 1.5"
- _
ao
P
0
�
O
I
11110
U
SECOND
+41" high wall
1 OW
" o 11
°
q
BEDROOM
i
KITCHEN
1
°
-
-
v-O" A.F.F.
8'-O" to 9'-8" A.F.F.,
a
Flat Ceding
1
©
qV Vaulted Ceiling m
Upper cabinets to I
O
-
I
extend over Ref. I
I
I
«
I
RED.
NOX_*
T
°
O
J
H.B.
,ry
if
0
°
v
O
Provide
R-a Dieu Insdaeiaii �
O
W.H.
N
�
THIRD
©
auto
closer
S o detail on this
shoat
°
BEDROOM
,
W
OFla
r 22' x 54" ,
«
O
r
g 1 Ate Access
Q�
-$
8'-O" A.F.F. ifi
I
- -
L - - - -
V-O" A.F.F.
AiC
Flat Ceiling
:
Flat Ceiling
GARAGE
O
in
if
�
Block well in O
°
-
° °
"
MT °
°
be
"
R-II Dens Inwidtisn Provide auto
closer
°
2'-8"
,
°
_/garage to
Q// struck block r+
13' -O"
150 Amp
L' _4
°
Panel
EMERGENCY
°
°
EGRESS
i
I I
ii
I
I
°
I GOLF CART'
GARAGE
i
«
1 I
«
°
®
®
2'-S'
9'-0.
2'-81
L'-4"
2,_8.
q,_0„
2,_8.
Square Footage
Breakdown
Total A/C Space
=
1,153 sq. ft.
Covered Porch Total =
212 sq. ft.
Garage =
459 sq. ft.
Total
Cubic Ft = 1'4,02�4 Under Roof Total
=
2,484 sq. ft.
R
C #
Scale : 1/2 = 1 -O Stuart FL 9k #AA 0000 2 S LuCle own y oil a D.R.B.
.'7
I TCUL., I U7:71l""IgL. IX
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
S.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
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
9.
DESIGN LOADS ARE AS FOLLOWS:
ROOF (DL+LL) = 41 PSF
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSi
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1
EXPOSURE ="C"
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 60, MEETING ASTM A-16, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPORON
BARRIER TERMITE TREATED. CLEAN MACHINE COMPACTED FILL
11.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
(MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BE
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5-
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
1 2.
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
FOOTING: 3"
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
BEAMS: 1-1/2"
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
PROCTOR VALUE.
13.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
6-
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
14.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
ATTENTION OF THE ARCHITECT.
15.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
FBI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE.
7
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
16.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
FOUNDATiON FLAN
I. Any changes to plans must be submitted to the architect
for approval before proceeding with construction.
2. Contractor shall be responsible for verification of all
notation and dimensions before starting construction.
3. Soil conditions assumed to be 2500 psf. Should any other conditions be
encountered, the architect shall be notified in writing for revision
4. Verify all recess thickness at showers, tile, etc....
5. 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 6'—O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-0" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
6. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
1. Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade 40, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
#5 bar vert. w/ Thicken edge to 8"x8"
SCALE: 1/4" = I'-O"
FOOTING
SCHEDULE
Mark
sirs
Description
I
14"W
x 14"D
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS
12"W
X 146D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30"
x 30" x 14"D
COLUMN FOOTING WITH (4)
#5 BARS EACH WAY
8"W
x 8"D
THICKEN SLAB EDGE
WITH
1 #5 BAR CONTINUOUS
®14"W
With
x 14"D
Curb at Garage
MONOLITHIC FOOTING
WITH
2 #5 BARS CONTINUOUS - CURB a 0'-0"
6
12"W
X 18"D
MONOLITHIC FOOTING
- 6"
STEP DETAIL ON THIS SHEET
30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR
at each filled cell ECTIONS one #5 bar continuous OW #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
4" concrete slab with fibermesh OR
6"xb" #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
Grade
N C _
auE_ Ili
14"w x 14"d concrete monolithic
Footing with (2) #5 bars cant.
:F I 14"
TYPICAL FOOTING DETAIL
SCALE 1/2" = I'-O"
4" concrete slab with fibermesh OR
6"xC' #10/10 WWM on 10 mil Vrsqueen over
clean compacted termite treated fill
#5 bar cunt.
10" (2) #5 bars cant. bottom steel
IZ"
r1"T A 11 A T ." r A n A r 1— !+T1—f•1 �"\/�n111
12" x 12' concrete column
block filled with concrete
and (2) #1 bars vert. tied
into lintels above
Top of footer
It. below finished floor_
SCALE 1/2" = 1'-0
Verify house slab
height in field
#5 bar Vert. w/
30" overlap
at each filled cell
Adjust curb height
based on gar. floor
slope.
#5 bar in curb \
---.,30"x30"xI6" concrete
column footing with (4)
#5 bars each wag
SCALE 1/21, =
SCALE 1/2" = i'—O"
4" concrete slab with fibermesh OR
0XV #10/10 WWM on 10 mil Visqueen over
clean compacted/termite treated fill
x Hood concrete monolithic
rig with (2) #5 bars cont.
4" concrete slab with fibermesh OR
6 x6 #10/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
i #5 bar cont.
it
10° (2) #5 bara cont. bottom steel
12„ j�
DETAIL AT 9" GARAGE STEPDOWN
SCALE 1/2" = 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 pipin 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.
2" x 6" PT wood secured with \
3/8"dia. x 6" anchor bolt at 18" o.c.
overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS
PERMIT INFO BOX ON SHEET #I. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
#5 From Footing To Beam Each. Filled Cell Masonry Column With One
Conc. Fill To Be 3000 PS( #5 From Footing See Floor Plan For Location g To Tie Beam
Double Filled Cell Column
NTS
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
r----1---- i
I
I Fi I
24° °
rJ
I
Thicken footing to
° 24"w x 14"d x 24"L I °
under filled cell °
a is IM I under girder bearing. I °
v ou
1d I
°
I
I
°I
0
I
H.B.
A/C
12" x 12' concrete column block filled
with concrete and (2) #1 bars vert. tied
into lintels above
— ---o r ° _
fi°
F- —
Filled cell under
r girder above
Rear Porch Slab to O -
be poured separatelg 111 -� I
from House Slab. O o I
� I
1� I
Rear Patio/Slab to
be flush with bottom of
sliding door recess. °
Slope I" I °
I
r-
II
t-
FI '
Ii i
IF
I
°
I
I
\ 4" concrete slab with fibermesh OR I °
4 x6 910/10 WWM on 6 mil Visqueen over U
clean compacted termite treated fill I '
m m
„
I wd
o I
DRYER ASHER I °
I
to
I' I
II
I' I
I`
I
r-
FI
I I
I
v
I I ° 1 DW I I m
i I I I U
I °
FI \ 4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill I
I MICROWAVE I
NON -VENT
$OPENINGR Q a0FOD
I ° H.B.
I
II -- v ---- --
I 1 4"40 Steel Ballard °
See detail on this sheet w.H.
F\>* > I I I
I li°; I I I
I L a��
I I I W I
I II a I
I FI I I J F5 I
L— F6------ r---- —
° ° I I
r— �zz if — — — — —
LU
I O � 4 Step I I°
I I°
I N I
ir-
I I F5 31
;-
3'-O
I
I I ro-4°
Q I I I
1.5" Recess for ° ° ° — — a ° ° ° 1.5" Recess for ° ° O
arage Door ;s arage Door
2'-8" 9'-0" 6'-4" I _ Z,_8„ q,-0„ 2'-8„
Braden i Braden AIIA. PA I� nne 13urldrn Cor
Archrtects — Planmr"s
411 S.E. Coconut Avenue
Tel : (112) 281-8258
Fax : (112) 281-8283
E-marl: bradenaiaecomcast.net
p-
THE WINDSC
Sppanish Lakes
St. Lucie County Florida
Date Drawn Revisions :
REAR Drawn
S-23-18 Garage floor slope and
Drawn bg: smoke detector revision
PORCH C.C.U.
RIGHT Checked bg:
D.R.B.
C4
Sheet Comm #
3 15-15gE3
impact
OF 5
°T' it LIN �W#�,
ROOF SHEETING
ATTACHMENT DETAIL
I. Minimum Nail Size = 8d ring shank (min. 2.5" long)
2. Minimum Screw Size = #8 x 2"
3. Minimum Sheathing Thickness 19/32" CDX Plywood
4. Use nails or screws basipid on pressure for roof stated
in permit info box on these pans for zone 3
Ke
Area
Ede
Field
Fastener
x.
Pre s ro
Zone
b"
6"
8d ring shank
45 psf
Zone 2
6"
8d ring shank
16 par
Zone 3
8d ring shank
84 pat
iLj
** Zone 3a
L"
6"
#8 wood screw
112.5 pat
** Use nails or s news based on pres ure for roof stated
in permit info �ox on these plans or zone 3
Concrete
/ Lintel
Column
Provide #5 bars with min. 48 bar
diameters overlap into beam. Tie
filled call steel into continuous
beam block steel. ti
Provide #5 bar set in pre -cast
ROOF FLAN
Scale : 1/2" = 1'-0"
bntal into beam where length of
the opening calls for it - O h t 1' — O" 1 t h t d t h h t
�_ ._
Provide Cast -Crete = - - - - - _ -
SUS-OB/OT precast --- - - --- -- -
lintel set in mortar r;
Min. e' Bearing ---
Verify with Plan
12"x 12"
II Column Block
No Reber
Reber 48 Bar IDia.
Min. Overlap
to Lintel Attachment
a PT Buck
ed
to hllsd c
4" Pre -cast
SIN t
ver wings a un ass . o erwtse no a on 1s s ee
— Roof pitch at 4.12 unless otherwise noted on this sheet
— Truss shop drawings to be provided by manufacturer
Any 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 layout and uplift verification
Poured Pilled Call _ Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
i #5 bars with min. 48 bar
ra overlap in filled cell. Tie
ell sled into continuous
steel.
,,..: r , ::.'.: .:.:; : r r'• .;.; . Concrete Footing
'L:-:"_ (we footer schedule
For exact aura)
DETAIL AT WINDOW OPENING iN
Scale: 1/2" = 1'-0"
CBS WALL
SINGLE PLY REAR GIRDER TRUSS
Lei' b�„p to
th 140d x LS mob at 4' or -
Install saspsan MOT into sari well
5/6" die threaded rod set wei. 12'
beam a into set d (22) N� made into tress
TRUSS BLOCKING DETAIL
AT GIRDER STRAPPING
AT CENTER BEARING PC
NTS
1/8" thick light textured stucco installed per
ASTM C 921 over ASTM D type 2 paper backed
were lath Haled 2 feltsubstrate through one layer of
BEAM SCHEDULE ASTM D Tgpe 2 Pelt paper using ed Hale. Substrata
to be 19/3Z CDX Plgwood nailed at G' c.c. in Field
and edges with IOd ring shank nails into studs.
Mark Size and Descrl tlOn GuIP Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12
Two raw of beam block filled with concrete and 1 #5 bar 2L�a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
Bl continuous in each row. Hook vert. bar over top bar with w screws with self sealing washer at 12' o.c. max "ermg over ASTM D
#5 90° bend bar with a 10' min. la at t bar. (type 2) 30 lb felt underlayment installed with min. 4 side laps and V and
p op laps fastened with corrosion resistant tin caps and with 1.25' ring shank pads
spaced 6" o.c. at all la a and two staggered rows 12' o.c. in field. Attach
deck to trusses using ate
ment detail on this sheet
Adddiona] recast Lintal r N " "
#5 bars = Lintel Bar Clear ,4 B
ccEAR Length Length Span Bare Bars
r
�ii"wi iCs ,; i i
2'-10" 2'-8" -6" 2,43 none
Al t____a
3'-6" 3'-4" 2'-2" 2.43 none
ere-Oenr ere -Nam era-IB/2T
Additional 4'-O" 3'-10" 2'-8" 2,#3 none
.-: #5 ban
CLEAN`.,J;`•.� " ,,`;;M� 4'-6" 4'-4" 3'-2" 2,#3 none
no Row of H �.;
t,ysf Block Above ;.a; f. 5'-4" 5'-2" 4'-O" 2,93 none
f •;
,?; :• 5'-10" 5'-8" none
,t Precast Lintel :` z
f:{ 1
i + 6'-6" 6'-41, 5'-4" 2,#4 none
n Additions
i #5 bars i
----r-0" ('-2" 2,46 none
k-N3/IT BFIL-I5/2T-10" T-O" 2,#5 none
NOTES:
I. min. coverage of stee1=1.5°
2, min. bearing required a ea. end=8" ALL reinforcing steel is grade 60.
3. standard for remf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window oor
uor nit
Widt
Lmtel
Sire
Cast -Crete
8
" "ow
Black
q
Botsew
Steel
8we
Tap
Steel
S�
Max
oad�
(PLr)
Mac
I�
Lie)
Max.
Lo�
(PLr)
L22
2'-2'
V-V
0111e-01SAT
1
#6
300
1510
W24
L31
X---G99;
3'-I'
4'-0'
B/I
SP8-OT
1
#6
2661
a"
1"
L45
4'-5'
S'-10'
Glef /1T
I
s5
NOS
101
$31
L50
5'-O'
6'-6'
Br8-011B/IT
1
86
1238
836
121
L60
C-8'
T-6'
81158-01SAT
I
s5
Io5
121
04
Leo
V-O"
'r-4'
Bliss 2T
1
0
2
85
152
511
SO
L10
1'-O'
I0'-6'
0138-I0/2T
1
#6
2
#5
643
530
401
L10B
T-OR
10'-6'
8111111IL-IB/2T
ONE
1
#9
2
s5
533
us
401
LI00
10'-O'
ll'-4'
ereiAl
I
#5
2
#5
582
4"
452
LI006
loll
II'-4"
BF16-I6/2T
ONE
I
ii6
1 2
#6
13LL
1028
40
L120
IT-Oo
19'-4'
BlIa 2T
1
#5
2
$6
1
428
324
L1205
I1'-O"
IV-4'
er16-IB/2T
ONE
1
85
2
#6
1"
no
324
L140
W-08
151-4'
er16-IB/2T
ONE
I
#5
2
i5
1250
601
251
1160
IL'-O'
IT-4'
E1113/2T
I
its
2
#5
300
M2
M4
LILOB
W-O'
IT-4'
BF16-I5/2T
ONE
1
its
2
#6
190
50o
114
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-0' LONG ARE TO BE PRESTRESSED.
Simpson HETA 20 or a ual
hurricane anchor at each rues
with (10) IOd x 11/2' na s -
( 24" o.c.) supporting Max.
181OIl upldt
Aluminum Drip
Edge il Fascia
12"
2' x V
Kalican full o vent vinyl soffit installed
ue 1/8' dia shank x 1.5'
roofing role with 3/8, de. heed pro•.
product approval — sn chart sheet #I
12' x 12' concrete column
block filled with concrete
and (2) #i ban vert. in
into lintel* above
thicken edge to a"x8'
with concrete and
one #5 bar continuous
BEYOND
Tip of looter
IL below finished floor
12
4
1/2"
T
Aluminum Drip
Edge t Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) IOd
at each web
on 3/8' hil With
ntal and vertiwi wood
e sta iws to provide
4' penetration into
►ranMond aaei en"Mlr91" n
5/8" thick light textured
stucco on tgpical concrete
block construction
Varies - see plan
#5 bar vert. w/
SO" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom or
sliding door recess.
Step per foundation plan -
Slope per foundation plan
' .:IIIIIIIIIIIIIIIIIIIIIII
T
Wood
Base
IIIIIIIIIIIIII IIII Ilia
bical Sepction
EEO
a
a
�
X
.c
OQ
N
m
H R
a.
a
20
° a
N
10
40
°
1-
Will Z11.431
ip
W
C
'
ro4
Nti
N
Brace Gable end
with 2' x 4" SYP #2
8ft back nailed to bottom
of top chords using (2) IOk
male at each truss
RE -ENGINEERED WOOD TRUSSES
® 24"o.c. TYPICAL
if shop drawings by manufacturer )
\R-30 blown fiber leas
in bottom chord o� trusses
-1/2" drywall with smooth finish
Two rows of beam block Pilled with concrete
_and (1) #5 bar cont. in each row. Substitute
precast lintel filled with concrete and (l) 45
bar cost. for bottom raw over openings
1/2" drywall over I" x Purringg
strips at 14' o.c. with R4.1 Frfal
insulation on tgpical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type 'l oltTg proportioned pper FBC R60�.1
and Mortar Santa shall coinpt with FBC RGD1.2.1.
Provide Dur-O-Rock at all wet areas (ex. shavers, tubs etc...)
Fill cell with concrete and
ll) #5 bar vert. (typical).
'Max spacing shall not exceed
48' unless otherwise noted
see foundation plan notes For
spacing at openings
4" concrete slab with Pibermesh OR
ll #10/10 WWM on G mil Vequeen over
clean compacted termite treated Pill
at Front Fork
Scale i/2" = I' -Ow
H
ul
Simpson HETA 20
Strap truss to wall
using Simpson MGT wit
hurricane anchor at each
truss
6/8 do.
into beam
threaded rod with min 12" embed
either wet set or in epoxy with
( 24" o.c.) supporting
1810 lbs. uplift
Max.
HETA
20
(22) IOd
,truss leg
nails into
per detail
truss. Add blocking to
on the sheet
IF
=11
VAN FAA
AVIA WAWA
WAIV
NJIll
PIN
I�
WA M
VANAA
II
MENFAmm='ANWANIIIIIIIIIIIIIIIIIIII
EWA
Ijffi
WA W—A rAd W4 1 -Arm, A
uPAiWAAM
,I
Ia
I
III
WA«II
eIL
A
�1TA 20�
Provide downspout Simpson HETA 20 Provide Par gutter
hurricane anchor at each truss
( 24 o.c.) supporting Max.
1810 lbs. uplift
CHETA 2O
w
� X
a
.+ X:
Oa
N ra
jil
l_ 1° a -
a
u ..:2
v
000 .0
E_ OD
2 n
l�luj
N
U1
Q
I
i-
Provide downspout
1
PANEL
"A"
Pals
BR
Lead
Wire
Desenpten
o'd
c"'c8
DewroUm
Ore
Lead
BR
Pales
1
20
1.2 ke
$12
Refrgarater
1
ROW
ii
12.0 ks
SO
2
1
20
L2 ka
$12
clothes Woshw
S
1
20
L6 b
$12
Kitchen S.A.C.
5
L
Dr ar
810
SO ke
SO
2
1
20
1.5 Its
812
Kitchen S.A.C.
'I
a
1
20
812
Bathroom Recepts
9
10
Air Condepw
810
5.0 ke
SO
2
—
1
20
1.2 ks
82
Dnlm esior
11
12
1
20
1.2 Its
8l
Miereww
13
14
Am. Hand
t10
5.0 ke
So
2
1
I5
—
814
Geriwsl Lq&m
is
16
1
15
—
$14
Gwrrd lighting
11
la
WH
810
6A ks
26
2
1
16
814
Generd Lightmq
19
20
—
I
is
—
$14
Gwwd Lem"
21
22
GDO
812
0.81 KIIJ
20
I
1
Is
—
814
Goneral Lighting
23
24
Spec
Spore
25
26
Span
##
Spar.
21
1 28
Span
Span 1
29
1 Sol
Spare
PANEL 'A" LOAD CALCULATION SHEET
Load Description
of .
I Watts
Total(Watts)
Ganes aI .Llghtma l3 watts..,q; , ft;) ....................
Small, Appliance, Circuitla>... ......... „,,,,,,, ,,,,,,,,
Rangm.... ......... ......... .................. .........
Refrig�retor ....................... ......
,Microwave ...................
..
,Dish . Washer ............................ .......................
�l4tho•..41.44h4f...............................................
Clot hem. Dryer ................................................
.Water Heater .......,
.Garage. Door.Opanaf.............................. ...
1135
3
6.206
2
ISOO
3,000
1
12,000
12,000
1
1200
I 00
1
1500
1,500
1
1,200
I 00
1
1200
1.200
1
5,000
5,000
1
4,500
4500
I
810
810
Total Watts
35AS
First 10000 Watts 9100%
1
10.000
10 000
Remainder 25,A6 e40%
I
O
10 4L
Electric Heat or A/C 10.000 *65%
I
10.000
10.000
Calculated Load
Watts
30 AFL
Voltage
240
Calculated Wattage Divided bg Voltage = Total Amps L 126.02
Panel Size Required = 180 A
Electrical S mbol Legend
s
Singhw Pole Switch
®
Recessed Can Light
% j
Double Pole Switch
®
Eyeball Recessed
e
Push Button Switch
Exhaust Fan
sse
Dolex Outlet
Coking Mounted Light
-�
Special Receptacle
♦
Wall Mounted Light
Waterproof ground fault circuit
Light with Pull Chwin (attic)
Floor Duplex Outlet
o
Computer Connection Jack
®
Carbon Monoxide Detector
4&
Flood Light
T
Thermostat
m
Electrical Panel
Central Vac
8
Electrical Meter
®
Simko Detector
Ceding tan
®
. Televraran Jack
®
Telephone Jack
a o'sc
A/C Disconnect
®
I x 4 Florescent Light
®
2 x 4 Fkxeacent Light
®
Speaker Hook -Up
= JUNCTION BOX TO SUPPORT A PAN
T� = THERMOSTAT LOCATION
B/A = BALANCED AiR
124 CFM
IOx10xL
PORCH
MASTER'
BEDROOM
12x12x10
124 CPM B/A
IO)doxL
`-� 141 CFM
IOxlOxl
141 CFM
IOx1Ox1
six4x4
4 CFM
REATI ROOM
LOSETI I
Vent thru
Soffit -- -- 6o CPMy
DRYER ASHER
LAUNDRY I
L>M
8
I ioxIoiM
771
MECHANICAL LAYOUT
SCALE: 1/4" = I'-0"
I—L—I-I
FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE BELOW
A/C disc.
A/C disc.
#2/0 AL SER Cable
(3) #1 THHN Copper
With #1 Grnd —�
2" PVC Schedule
40 conduit
2" PVC Schedule
AMP
40 conduit sleeve AMP
MCB
into attic15
PANEL AHU
PANEL AHU
200a rated
200a rated
meter can n
meter can i1
Intersystem bonding
2" PVC f FPL Termination pant
schedule 80
2' rigid service FPL
ELECTRICAL RISER
- Contractor shall use AL-CU Landing lugs.
Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
- Verily AIC/KIC Rating prior to ordering
ELECTRIC NOTES:
2" PVC
schedule
r..ro+rw
2' rig
1 1 ground rods
bonding
Pont
_ ALTERNATE SERVICE ELECT. RISER
NTS - Contractor shall use AL-CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
t - Verlfu AIC/KIC Rating boor to orderino ecumment
EC
IL CPM
ax4x4
ill CFM
12xix'I
,SECOND
BEDROOM
THIRD
BEDROOM
IOrl
IOOxi 6 4 I FIT
150 Amp
Panel
GOLF CA4
GARAGE
I
I
I
I
I
I
I
I
I.
Use copper wire on[ g from panel to devices
15. Contractor shall guarantee all materials and workmanship
free defects for less
20. All equipment and panel sizes shall be verified before
2.
Provi
a and wire all required smoke t Carbon
of a period of not than two years from
ordering. The contractor shall provide circuit routings to
Monoxide detectors.
the date of acceptance or certificate of occupancy, or one
suit the Job conditions.
3.
Contractor to verify location of electrical
year from closing sale of house.
service and provider.
Correction of detects shall be completed without additional
21. Furnish and install all fixtures as called for on the plans
4.
ALL bath and kitchen receptacles to be GFCI
protected.
charge and shall include replacements or repair of any
or as selected bg others.
5.
ALL exterior outlets to be WP/GFCI protected.
other phase of Installation that may have been damaged.
L.
Recessed cans to be Installed per NFPA requirements.
IL. It is not the intent of these plans to show every minor detail
22• All racewaga and pipes placed in or through any concrete
1.
Tamper rewatant AFCI receptacles are required in
of construction. The contractor shall furnish and install
slab shall be spaced a minimum of three diameters of the
ALL rooms.
all items for a complete electrical system and provide all
largest conduit or pipe from any other service.
8.
9.
A/C Return Air Balance Must comp)g w/ FBC RMlt02
A(C R fri
the requirements necessary for the equipment to be placed in
t lines that are run thru slabs must be
��
proper working order.
23. All exposed wire below 9'-I" shall be Installed in metal EMT
xp
sleeve in
conduit
10. ALL A/C Equipment shall comply with energy calculation IZ. All work shall be done in accordance with the N.E.C. and
II. All work shall be performed b e licensed electrical shall comply with all local codes and ordinances, and shall 24. D�r__gger Vents to be installed per
p y meet all standard requirements of the local electric utility FSC RM1502
contractor, the completed stem shall be full operative. and telephone company.
12. Contractor shall pay for all sea. permits, teeing and
inspections including blower testing where required. 18. The electrical agatem shall be completely and effectively
13. Alt work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C.
interference with the progress of construction.
14. All required insurance shall be provided for protection 19. All material shtdl be new and shall bear underwriters'
agmnat the bublic habihtu and brobertu damaee war the labels where anblicable-
DiNING
ROOM
— — — — — — PAD
eAi
I 1
° DW
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IIOWOxL
Ma KITCH�N
20x2O MICROaAVE
�R Al T 3e RCLEAR NON -VENT I
N OPENING L — — — — J
sr' — — I
Ka
C
I
I 4'40 Steel Ballard
Site detail on this -;we- et
ul
I�DI I AticA6
I a I with light
i= = L---
GARAGE
r----------------- i
I I
I I
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I I
I I
I I
3 TON
SEE MANUAL
'J' and Energy
Calculation
for Unit into
Install oulat
under disc.--'�
not shown for
clarity
to
MASTER
BEDROOM
:40T INCLUDED
ON THIS PERMIT
�' PORCH\�
WP GFCI \
-- I CID u
I
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GREAT ROOM
®I
/I
� I �
/ I
/ I
DINING
ROOM
' I �
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FCI
I
4FC
C.M. Detector I
on[ per FBC I I
R 4.3 tTC HEM I I
11 Q II L I 3�ENINGR — Q — i
— 4_ — GFCI GFCI
V` III/ FCI
THIRD S W.H.
� 4"411 Steal Ballard
See detail on this sheet
110,
r -I-tx xa 6on4.. I
m?
I L L -_
/ I\\
LOCATION PANEL
Emm=
FCI GFCI \\\ A R A E
150 Amp dinner \ \
jjj Panel GFcl LL imw o \ GFci
r-------- is -------
Garage / Garage
I Door I / I Door
I Opener Opener
GOLF CART, /
GARAGE
GFcI I I GFCI to garage lights I I
01
�$
S
I nn
� CI
t-'i •
iN7
IL hm
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SECOND
BEDROOM,
! 1
ELECTRICAL FLAN
Past Light with o
SCALE: I/`f" = I'-O" Photo Cell
C ter P t L
Attic Ventina Calculations
Total Attic Space = 2101 sq. ft. C 2309.
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
en oa Ight
between dmreways
Wire For
Front Post
Light
Braden 4
Braden AAA PA
e
',
� Anne
Building Corp.
Date Drawn :
Revisions
sheet
Comm u
Architects -Planners
REAR
3-28-18
5-23—I8 Garage floor slope and
1 t
411
Tel :
S.E. Coconut Avenue
(112) 281-8258
I I E
T[EFax
W i N D S Q R
PORCH
Drawn big:
smoke detector
_
l— I
:
(112) 281-8283
Spanish Laken
(
R( H T
c.c.u.
Checked by:
Impact
E—mail:
Stuart. FL
bradenala®comcast.net
349°I6 #AAC000032
. Lucie
County Florida
D.R.B.
�i
=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRU55E5 ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED -
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. A&
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Spanor less 30' to 60' Span
\,6q degrees Spreader Bar
er less
J _:ne spcn Gpprox. i'°O 1/2 of Span
REFER TO BCSI REFER TO BCSI
'runs must be set t'+Is way If crane used. Truss must be set this way if Crane used.
'.uss Is o" example, your truss moy rot match. This is on example, truss may not match.
-s'st crane operator sets truss this way. 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. A
A I F=R F 1 A IV � I IE- FZ_ N O T E
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.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Nails must be as
shown. Guide tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
=�
n
pal E�.LXa Sir _ LT
_ CORNER DETAIL
OVERHANGS NOT SHOWN FOR CIARITw
�!
SE
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
J -
TRUSSES FOR THEFIRST
RS MODEL MOULD BE SHIPPE
D AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT. FOR TEAT MODEL._ _---
ARRANGE WITH CRANE OPERATOR IN ADVANCE FORA SPREADER BAR OF 18' - 24' IN LENGTH �A , FABRICATION AGREEMENT
The IepeEdescAriNptlon7of the pAro TED UNTIL T trusses EE ENT I lSIGNED d RETURNED
A& Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Lwhere
iha undersigned ecknovladges and agrees:
�+ 1: Trusses will be m� a In sblct eccordanoe with (hie truss placament diagram layout,
15'-3" 19'-9" 19'-9" 15'-3" I C L 21.1ul d mtheenslons In tMs layoO'dutthave b en vadAed by the undersigthe n dN'999a.
days of less delWarydthe u denen notice llgned agues that'no backlclhao Chasmban Trees within ten (10)
1 Y/a BHA
A
1
I
1
1
r
I
3 1
I
I
1
1
I
r
l
INVERTED "V" WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
o
-
such written notice Is furnished Chambers Truss shall i;110 hne (3) busslJJlneas days the event
to begin repairs required, or to sub$'Me other trusses, at Chambare opflrsn, ys m which
4. The undersigned acknowledges receipt of -BCSI 1-03' summary sheer by, 8 WTClu
— 5. Delivery Is to Job afte. It Is the buyer'e'responelblltty to make the Job stte suitable for
delivery. Chambers Truss has the tole UA(114 to let=lt the sultabllky o} the job she of a
potion ofttie )ob aka for delHery, Chambers Truss will be responalCle for dump delivery only. IThe buyer Is respondble for eddlUonal delivsry expenses if Chemben Truss has to redeliver
becauw Job site Is not prepared for d.e.1 or buyer Is not preperetl for delivery of trusses.
Buyer le responalble to Chemben Truss for towing coats due to eke conditions.
6. Price as shown iq paragraph 7 below Is subJed to changed any changes ere, made In
this layout A $50 per hour fee for revisions may be charged by
.7. 1hb Is a PURCHASE ORDER to Chambers.Truss oChambers Truss.
f the sum agreed to, or d np.
agreement a reasonable price. Invoice will be made on delivery and paid within terms of not
on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers.Truse reasonable
adomeya fee for collections In event of payment not Limey made. 1-12 % per month servile, charge wlR be added for all sums not paid within terms.
S. Signature or Initials anywhers on this sheet constitutes agreement to all terms herein.
P. In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
Indebtedness Including attorneys real, If default In payment for material be made by the
reclplant.
10. In the event of any litigation conceming this agreement, the Rams furnished hereunder
or payments referred to herein, the, parties agree that the sole venue for any such action will
be Saint bode County. Florida.
11. Design responsibilities are per "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSIRPUWTCA 4 - 201
DATED
SIGNED ~�
FOF�_ TITLE ,
Aspreaderbarmaybe reyt{ted Per "BCSI I -Or iD proverdk*xy&damage
Multiple ply trusses must be fastened together per engineering
before they are set, failure to do so can result In roof collapse.
Temporary and permanent bracing are required and can save life
and property and Is the responsibility of the truss erector.
Study the contents of the Information packet Included on delivery
before setting trusses.
Trusses mustbesetandbracodpeidesign4rprev Ithiluridamage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any
othe► coYicentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander
Avenue
FortPlerce; Florida 34982.6423
800-551-5932
Fort Pierce 772-465-2012 Fax ' 771465-8711
Vero Beach 772-569-2012 Stuart 772-2863302 '
sal-1. a1._. rnYAso0CoCTOI ISS CAM ,
The Architect's or Architect'
shop drawing s representative's
approval Is NOT a
"double check" of the contract
The contractoor.
r shall remain responsible
for checking field measurements and
other construction criteria
approval covers . Architect's
review of general roof shape
truss strapping and loading on
structure from gravit
their re y and uplift loads and
dive locatlo S.
Approved By:
Date:
Braden 0— ETaCen A.!7A. P.A.
92-0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASIDE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
w Loading in PSF Roof R.D.L.
o Top Chord Live 20
Top Chord Dead 7 4.2
w Bottom Chord Live 10 Non -Concurrent
1 'o Bottom Chord Dead 10 3
m 0
a TOTAL Load 37 7.2
w y Duration Factor 1.25
Wind Speed 165mph
0 Top Chord C.B. Sheeting by builder.
o Bottom Chord C.B. Sheeting by builder.
N F J Highest Mean Height 15'-0"
v Building Type ENCLOSED
Building Category ►I:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
K.U.L =Restraining Dead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildina Desi ner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: Ml1392
WScale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:
Date:10/07/15 Revised:03/21/18
14'-4" 1 6' 4" 1 14' 4e 1 1 1 i 1 � FOR
upset=1/4" heel=315/16" INDICATES LOAD BEARING — —� _sis six 1. �'—�v—�,.— 14 4" -- 6-4" -- -- 14�" --� WYNNE BUILDING CORP.
PLUMB CUT END
REQUIRED BY TRUSSES �� CLOUZSED AREAS ARE OF ` < DESCRIPTION: �loSOS
SUPPLIED BY BUILDER PORCH RIGHT , PORCH LEFT '2x4TopChord ATAHEIGHTOFV-o" SPECIAL CONCERN & MUST BE
WALL HEIGHTS' ABOVE FINISHED FLOOR f CHECKED CAREFULLY &MAY � � 71 CARLTON 3BED REAR PORCH
END DETAIL : TYPICAL VAULT I INDICATE DEVIATION FROM s"" PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
LANs 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392
a a Coo
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