HomeMy WebLinkAboutBUILDING SITE PLANSREVIEWED FOR
FI LC R $YCODE COMPLIANCE
ST. LUCIE COUNTY
12
4 1 SLOPE
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Extreme Metals 26 pa Metal Roofing installed
per product approval FL# 11022.5 over Polyglass self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
L I
IM I I No], lore
5/8" thick light textured
stucco on typical concrete
block construction
FRONT E-LEVATf ON
SCALE: 1/4" = 1'-0"
12
Extreme
Metals
26 ga
Metal
Roofinginstal
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4 SLOPE
par
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ood a
ached
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per
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attacliment
magram
on roo
plan
a L
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5/8" thick light textured
stucco on typical concrete
R block construction
RIC.;HT ELEV�470N
12
4 1 SLOPE
SCALE: 1/4" = 1'-0"
Extreme Metals 26 ga Metal Roofing installed
per product approval" FL# 11022.5 over Polyglass self adhered
roofing underlayment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
F7
I. I.
5/8" thick light textured
— — — — — — — — — — — — — —
— — — — — — — — — — — — — —s ucco on topics concrete
block construction— —
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorgg II Wind Speed: 110 mph ultimate
Mean Roof Height: 22'-8" Roof Pitch: 4:12
Internal Pressure Cow if c ent: ± 0.18
Subjectability to damage from: Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone: 5'-6"
Wind Exposure Classification: D
FLAT ROOFfHIP ROOF CH
412 PITCH
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
Exp Height Adj Factor: 1.41 x Load Combo Factor 0.6 = 0.882 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: 1. +26.54/-42.1 psf
Roof Zone: 2. +26.54/-13.4psf
Roof Zone: 3. +26.54/-108.4 psf
Components it Cladding Wall End Zone Width: 5'-6"
?GqABLEOF
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +46.1/-50.0 psf
Wall Zone: 5. +46.1/-61.1 psf
Shear Walls Considered for Structure? Yes
LESSPGAMLEOF FROM
THAN 2:12 PITCH 2:12 TO 12:12 PITCH
Continuous Load Path Provided? Yes
Are Components an Cladding Deter Provided? Yes
0 = Roof Zone I ®= Roof
Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi
=
Zone 2 Corner zones
walls Zone 4 Walla Zone 5 Roof Zone 3
This Building Shall Have the Following:
END ZONE
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
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/32
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woo at
diag m on oof
5/8" thick light textured
stucco on typical concrete
Oblock construction
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JOB NUMBER:
I�-10
SCANNED
St. Lucie County oo O
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APR82018 o
ST, Lwq r.4Hn rlP!Tiilring f ........
FLOOR f=L,4N
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BATH
knee wall
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Designed per 322.2.2.1
Provide Smart Vent Model 41540-510
engineered flood vent - Installed per
manufacturers recomendations.
1 vent = 200 sq, ft. of coverage
Garage = 434 sq. ft. - 3 vents required
Vents to be 8" above garage floor
Provide L20 lintel above vents
w
e
.3:
A
12'-4 y1„
s>. FAMILY
ROOM
\I _ 9'-8%"
BED #2
Electrical Tankless Vac
Panel Water
Heater
12'-5"
GARAGE
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TYPICAL NOTES: SCALE 1/4" = I'—O"
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1.400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be 2500 PSI concrete, and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drgwall at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
7. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Pan t Drain at water heater in accordance
with the Florida Plumbing Code current edition.
ll. 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.
13. Separation between residence and garage shall be per FBC R309.1 and R309.2
14. Door between garage and residence shall be 1-3/8" solid wood — 20 min. fire rated
15. The Garage shall be separated from residence and the attic area bg 5/8" type "X"
drywall applied to garage wall.
16. Garages beneath habitable rooms shall be separated from all habitable rooms
above bg no less than 5/8" tgpe "X" drywall
1-1. ALL Floor to telling assemblies shall be protected bg 5/8" type "X" drywall
First Floor Square
Footage
First Floor A/C =
521 sq. ft.
Garage =
384 sq.
ft.
First Floor Total =
911 sq. ft.
Second Floor Square
Footage
Second Floor A/C =
96O sq. ft.
Covered Porch Total =
33 sq. ft.
Second Floor Total =
993 sq. ft.
Under Roof Square Footage Breakdown
First Floor Total =
°III sq. ft.
Second Floor
Total
=
993 sq. ft.
Total Space Under Roof
= 1904 sq. ft.
A/C Space Breakdown
First Floor A/C =
521 sq. ft.
Second Floor A/C =
91O sa. ft.
Total
A/C
space =
1481
sq. ft.
Total
Cubic
Volume
= 12,212
cu. ft.
Floor der
Provide Simpsc
flat strap
4" x 4"
S.Y.P. 4
Provide Simpson CBI
post base preset in
and using (12) 114" x
into wood post
Topical UJood Column Detail
Footing - see foundation plan for
size and steel requirements
2
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APR 18 2018
ST. Lucie County, Permitting_
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SHEET NO:
2.
of 5.
JOB NUMBER
I�-10
joy ��°°
P - AR 9770
NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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- - - -
TNIT
81-01.
-
'.0
10'-10"
r
Exterior face
of wall\
21'-L"
Attach door to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration at 12" o.c. max
'_' - - pax from each c rner thru
Buck
\�I"x8" P.T. Buck
2 sides t header
Detail at Exterior Doors
NTS
Attach window to block wall with
1/4" dia. x 3" tap -cons with min.
1 1/2" penetration it 12" o.c, max
and 6" o.c. max from each corner t u
Exterior face / I" x 4" PT Buck
of wall
FOUNDATION PLAN
FOUNDATION NOTES: SCALE: 1/4" = 1'-0"
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
prior to start of construction.
3. ALL Concrete used for slabs shall be 3,000 PSI concrete min., and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix min.
4. Soil conditions assumed to be 2500 psf and stable. This shall be confirmed
bg soil borings which shall be provided in writing to this firm by owner/contractor
prior to start of any construction.
5. Verify all recess thickness at shower floors, all floor finishes as selected by
owner, door sills t thresholds etc.... prior to placing any slabs.
6. 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 upp to 5'-II" 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'-O" 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)
1. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
10. Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOUNDATION WORK for strap and footing size verification.
Termite Protection for New
Construction as per F.B.C. 181L1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHER REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re -treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade floors shall not be of cellulose -containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a non -corrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
tt5 bar vert. w/
30" overlap
bend bar to extend min. 3 " into slab
4" concrete slab with fibermesh OR T-8
CxL" $10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
1/2" expansion
-�o�nt
1_TTI=1I --"'
III—IIIIIIIIIIII—III I
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ill=IIIIIIIIIIII=IIII
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s-
1/2"
Typical
h46
-24S
Fill cell with concrete and
(l) 45 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
joint spacing at openings
4" concrete slab with fibermesh OR
/-6"x6" WO/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
bar to extend min. 32" into slab
Fill all cells with concrete and
provide (1) 45 bar vert. at
24" o.c, max, spacing.
P.T. Buck
2 sides d header TYPICAL SECTION AT C�,4i�4C�E
2 sides
Detail at UJIndows scale
NTS - -�
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( AN, ) MIX
Dowel (1) 45 bar
w/ 25" min lap
and L" embed
Cont. Concrete Footing
own �I
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30" min.
11 rner Steel Lan
nts
L" min. of Icynene LID-C-50 spray foam insulation on
Extreme Metals 24 ga Metal Roofing Installed bottom of roof sheathing in compliance with ICC-ESR-10 Lbar vert. w/
per,
er product approval- FLU 11022.5 over Polyglass self adhered dated Feb. I, 2018. Install DC 315 Intumeacent coating30" overlap
roofing underlayment over 19/32" CDX plywood attached per section 4.3.2 of ICC test noted above to comply
to trusses per sheeting attachment diagram on roof plan with 15 min. thermal barrier requirements.
Simpson HETA 20 or equal
hurricane
IOdox 11 1/2�mais'
12
RP�PRE-ENGINEERED TRUSSES
( 24" o.c.) supporting Max.
18101bs.
4
at 24"o.c. TYPICAL
uplift
( shop drawings by manufacturer )
Prefabricated aluminum gutter
shop drawings bg mfg on
Galt' -Alum Metal drip
on 2" x L" fascia
5/8" drywall with smooth finish
4 L
10"
BI
1/2" drywall over I" x furring
strips at IL" o.c. with R4.2 fyfod
insulation on typical 8" Block walls
Soffit to be two layers of 5/8" thick
All drywall is per FBC 102.3.1 and
densglass fireguard X finished painted to
body house
shall meet all pertaining ASTM codes.
"M
match of
Mortar to be Typpe only.
Provide
Dur-O-i2ock at air wet
areas (ex. showers, tubs etc...)
FIII cell with concrete and
(1) 45 bar vert. (typical).
O
Max. spacing shell not exceed
Sty bar Vert. w/
32" unless otherwise noted
see foundation plan notes for
30" overlap
spacing at openings
Typical flooring over 15/32" CDX plywood
screwed to
trusses or joists thru 23/32" CDX plywood
sub -floor.
Typical
Install I6/32" plywood with 48 x 2.5" wood
screws at 4"
Baseboard
Max. spacing over 15 lb felt. Install 23/32"
CDX plywo,
I
screwed and glued to trusses or joists with
at 12" o.c.
48 x 2 scn
IL" deep pre -en rneered wood v r
floor trusses at 24" o.c.
R-30 batts insulation
5/8" thick light textured 5/8" Drywall ceding
stucco on typical concrete —gyp
block construction Beam BI
See floor truss attachment
I/2" drywall over I" x furring
strips at IL" o.c. with R4.2 Fdetail on framing plan
yfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and O
shall meet all pertaining ASTM codes.
Mortar to be Type "M' only.
Provide Our-O-Rock at all wet
areas (ex. showers, tubs etc...)
45 bar vert. w/
30" overlap,
im
1/2"
Typical
Baseboar
32"
min.
illli��lll1-IIII ;.
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TYPICAL SEC
Filled Cell Masonry Column With One
#5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
metal top plate
5/8" drywall ceiling on
truss bottom cord
Z
0
U
W
to
1/2" drywall on
Q 2" x 4' metal studs at IL" o.c.
FL Finish to match existing
metal bot track
4" concrete slab with fibermesh OR
Typical baseboard L"xC 410/10 WWM on L mil Visqueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
Scale: 1/2" = 1'-0"
"F-245
TION
joint
Fill cell with concrete and
(1) a5 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
L"xL' #10/10 WWM on L mil Visqueen over
clean compacted termite treated fill
=11 IT �rr11=
—III
\ bend bar to extend min. 32" into slab
Fill all cells with concrete and
provide (1) 45 bar vert. at
24" o.c. max. spacing.
Scale : 1/2" = 1'-0"
Filled Cell Masonry Column With One
1*5 From Footing To Beam.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
_Single Filled Cell Column
NTS
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Filled Cells
/(Typical)
4 1/2"x 4 1/2"
Masonry Inspection
t Clean Out Hole
90' bend from footing
— - 48 bar dia. lap in wall
and footing
Masonry Filled Cell Detall
NTS
RECEIVED
APR 18 2018
ST• Lucie county, Permitting
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SHEET NO,
3.
OF 5,
JOB NUMBER:
I9-10
PU
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® tEl R. R6'ei ,
AR 9770
REAr1
SCHEDULE
Mark
Size and Description
BI
Two
rows of
beam
block filled with concrete and (1) 45 bar
continuous
in
each
row. Provide precast lintel
filled with
concrete and
(1) 45 bar per lintel schedule continuous
over
openings.
B2
(2)
2" x 12"
SYP 42 Wood Beam
B3
F
8" x
12" concrete
tie beam with (4) 45 bars
cont.
over
clear spans,
provide #3 ties at 8" o.c.
max. spacing
LEDGER
SC+ = DULE
Mark
Size
and Description
LGI
(2) 2" x
8" PT ledger
bolted to wall with (2) 5/8" dia.
expansion anchors
6 embedment into
at 24 o.c. staggered With min.
wall
LG2
(2) 2" x
8" PT ledgger
bolted to wall With (2) 1/4" x
5 1/"4" tapcons at
12"
o.c. max staggered.
49 diamoni
49 diamond
3
r—_-
PLAN
A/C Compressor Bracket Plan view
SCALE 1/2"
SEE TYPICAL
WALL SECTIONS
3" x 3" x 1/4" aluminum angles
SECOND FLOOD' 1=Ri,,411INCH
TYPICAL NOTES: Scale: 1/4" = 1'-0"
- ALL Plywood sub -flooring to be saturated w/ Thompson's
water seal Immediately after Installation for leak protection.
- 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 MANUFACTUR
- Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
- Provide fire stop blocking at all floor trusses dividing the floor
area into 500 sq. ft. (Max.) spaces
(4) 1/2" stainless
steel bolts
ELEVATION
A/C Compressor Bracket Detail
SCALE 1/2"
:.11 d. .
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Ke
Area
Edge
Field
Fastener
Pressure
Zone I
6"
6"
8d ring shank
45 psf
Zone 2
4"
6"
Sd ring shank
16 psf
Zone 3
x{"
8d ring shank
84 psf
** Zone 3a
6"
6"
48 wood screw
112.5 psf
I"x6"PT Ft
4" prefabricate
aluminum gutter
R
Zero Lot Line Overhang
Scale
I" = 1'-0"
Additional Precast Lintel
a5 bare
LINTEL
Lintel
Bar
Clear
"A"
"Bit
�"`•'i'
Length
Length
Span
Bars
Bars
�,�,�"`''' CLEAR
2'-10"
2'
none
'.____ CLEAR
3'-6"
3'-4"
2'-2"
2,43
none
aFa-OB/IT 8F8-IB/IT eF8-IB/2T
4'-0"
3'-I0"
2'-8"
2,#3
none
Additional
#5 bare
cLaAi
4'-4"
3'-2"
2,tt3
none
ns Row of "H' •F
5'-2"
4'-0"
2,93
none
Block Above
2,44
none
y Precast Lintel
-\ ' ••�
6'-4"
5'-4"
2,44
none
Additional I
2,45
CLEAR — --/ 95 bare k ---- "
4'-2"
none
aFIL-IB/IT BFIL-IB/2T
NOTES:
8,_4„
11-10"
1'-0"
2,45
none
I, min. coverage of steel=1,5"
4. min. bearing required a ea. end=s°
ALL reinforcing steel is grade 60.
3. rtanderd for reinl. steel=ASTM ALIS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
SCHEDULE
Window
Pre-
Rows of
Max.
Max.
Max.
Mark
oUnDoo
Lintel
Stressed
BM Block
Above
Bottom
T
Gravity
Uplift
Lateral
Width
Size
.L20
Steel
Size
Steal
S12e
(PLF>
fPLF)
PLF)
2'-O"
2'-10"
FCast-2;,,ete
NOa5
30L9
15G9
ILg2
2'-2"
L31
2'-G"
3'-9"
NO
I
tt5
2541
1363
163
—
2'-8"
LLO
4'-8"
L'-8"
8F8-OB/IT
NO
—
I
45
1011
121
534
LBO
W-O"
8'-8"
BF8-OB/IT
NO
—
I
tt5
499
591
512
LI20
12'-O"
12'-8"
BFIL-IB/IT
NO
ONE
I
tt5
I
tt5
1015
LOL
324
- 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 13'-II" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
TRUSS BRACING NOTES
Contractor to brace all top en ottom c or a in oor
and roof trusses in the following manner:
- install Ant row of truss bracing 36' from exterior walla
and spaces 12" o.c. thereafter top end bottom chords
- Install bracing on any top or bottom chord which is longer
than 12" in clear span.
All truss bracing to be 2" x 4' wood and shall be attached to
top of bottom chord and on bottom of top chord of trusses.
Well below
Trusses
m
U
w
x
L
iv
r
001= PL�4N
spaced per truss
�manufactures plena
Typical splice
\\ Attach bracing to truss chord
v using (2) IOd Hints in all
locations
>2' x 4" wood bracing
TYPICAL ROOD NOTES: Scale I/4" = I'-O"
- Overhangs shall be (o" except zero lot line side which shall be O" unless otherwise noted on this sh
- Roof pitch shall be 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
- Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
- Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOUNDATION WORK for strap and footing size verification.
- TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS
RECEIVED
APR 18 2018
5T. Lucie County, Permitting
CODE COMPL
ST. LUCIE CO
BOCC
to
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JOB NUMBER:
19-10
R• BF1q�F� t�
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AR 9770
E
REVIEWED FOR
CODE COMPLIANCE
SZ-
HOC
H.B.
IP GFCI
i
ELECTRICAL PL,4N
WP GFCI
PANEL
"A„
Poles
BR
Load
Wire
Description
circ#
circ#
Description
Wire
Load
BR
Poles
2
40
1.0 kw
#8
3.5 Ton A/C comp
1
2
AHU
410
3.5
kw
30
2
3
4
2
GO
22.0 kw
#10
Tankless water HTR
5
L
Ran a
46
12.0
kw
50
2
�
8
9
10
Dr er
410
5.0
kw
30
2
1
20
1.8 kw
412
Water Pump
11
12
13
14
Irr. Pump
412
1.8 kw
20
2
1
20
I's kw
412
Range Hood
IS
ib
1
20
1.2 kw
#12
Clothes Washer
Il
18
Dishwasher
#12
1.2
kw
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Refrigerator
412
1.2
kw
20
I
I
20
1 1.5 kw
412
Kitchen S.A.C.
21
22
General
Lighting
#12
20
1
1
20
#12
General Lighting
23
24
General
Lighting
412
20
1
1
20
#12
General Lighting
25
24
General
Lighting
412
20
1
1
20
412
General Lighting
21
28
General
Lighting
#12
20
1
1
20
#12
General Lighting
29
30
General
Lighting
412
20
1
1
20
#12
General Lighting
31
32
Bathroom
spare
GFI
912
20
1
1
20
912
Bathroom GFI
33
34
spare
35
34
spare
spare
31
38
Spare
spare
39
40
spare
spare
41
42
s are
PANEL
"A" LOAD
CALCULATION
SHEET
Load [)escrilption
Qt .
Watts
Total(Watts)
General Lighting (3 watts sq. ft.).-
Small, ,Appliance..C,ircuit(s) ....
Range ..........
Ran9e. Hood . ..
Refrigerator.. . ..... ...... ...... ..
Dish Washer ........... .. ............
Disposal .... . ..
Clothes. Washer. . .... . ..........
.Clothes„Dryer......
Tankless Water Heater.
Water Pump ... .... .. .. .....
Irrigation, Fume. ....
..............
...........
......
...
......
1,454
3
4,362
2
1,500
3,000
1
12,000
12,000
1
1,100
1,100
1
1,200
1,200
1
1,200
1,200
1
1,000
1,000
1
1,200
1.200
1
5,000
5,000
1
22,000
22,000
1
1,800
1,800
1
1,800
1,800
Total
Watts
55,442
First 10000 Watts
5100%
1
10,000
10,000
Remainder
45,442 "40%
1
O
18,245
Electric Heat or A/C 10,000 865%
I
6'500
6'500
Calculated Load
Watts
34,765
Voltage
240
Calculated Wattage
Divided by Voltage =
Total Amps
Panel Size Required =
145
150 Amps
ELECTRIC NOTES: SCALE: 1/4" = I'-O"
I.
Use copper wire only, no aluminum.
2.
Provide and wire all required smoke detectors.
3.
Contractor to verify location of electrical service and provider
4.
ALL paddle fans shall be on a rheostat.
5.
Recessed cans to be installed per NFPA requirements.
6.
ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets
shall be protected bg Combination -Type AFCI Circuit Breakers.
1.
Tamper resistant AFCI receptacles to be installed in ALL rooms
Kitchen, Bathrooms, and Garage.
8.
ALL bath and kitchen and garage receptacles to be GFCI protected.
q.
ALL exterior outlets to be WP/GFCI protected.
10.
A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed.
and
current version of any supplements to the 2010 ed.
11,
A/C Refrigerant lines that are run thru slabs must be sleeved in PVC
12.
ALL A/C Equipment shall be 16 SEER.
13.
Provide Disconnects at ALL appliances (water heater, A/C units, and
ALL other equipment as required bg N.E.C.)
14.
A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic
Class 0 or
Class I duct or other approved material and shall have no openings into
the garage.
15.
Smoke Alarms shall be installed in the following locations:
a) In each sleeping room.
b) Outside each separate sleeping area in the immediate vicinity of the
bedrooms.
c) On each additional story of the dwelling
** ALL Smoke Alarms shall be interconnected and hardwired **
MASTER
BATH
/
2"�
\
/ 12u \
2" 2' VTR
\
I I
LAY-1Lr
I \
I
I
12
I I �
2"
2„ / 2„
\
LAV-1 2"
2" 2„
1I
2„ s-1
" 2
3„ 12
3„ we-1
/ I2„
wn-1
3'
\
\
3„
2„
2„
\ LAV-11
2"
2„
i
2"
KITCHEN
I
1
2„
2 LAV�II
I
3„
2,
12 12„
2"
2„
BATH 12"
1
1 I
LAV-I
I
$k 2 1
I
1
2„
I
I
Lwc-1 2„
SANITARY RISER
5 risers at
14 treads
2" x 12" Treads
36" High
2" dia, handrail
attached to Wall W/
min. 1 1/2" between
7.4p" high
at 11" deep
STAIR DETAIL
Provide two p 9
floor joist for I stairs
6-
2" x 12" String
one on each side
stairs
r
Scale: 1/2" = I'-0"
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SHEET NO:
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OF S.
JOB NUMBER:
19-10
o°��gaeEI-R. 8%F4,
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Designed per 322.2.2.1
Provide Smart Vent Model #1540-510
engineered flood vent - installed per
manufacturers recomendatlons.
I vent = 200 sq. ft. of coverage
Garage = 434 sq. ft. - 3 vents required
Vents to be 8" above garage floor
Provide L20 lintel above vents
194
-4Y2"
p` FAMILY
ROOM
�- 9'-8Y2"III
21' -G"
�t l
BED 42
Electrical Tankless Vac
Panel Heater
12'-5"
GARAGE
-9"
FLOOR FLAN _
SCALE I/4" = I' —Olt
TYPICAL NOTES:
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
5. ALL Concrete used for slabs shall be 2500 PSI concrete, and
ALL Concrete used for vertical filled cells, continuous. tie beams etc., to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10, Contractor to Provide Pan t Drain at water heater in accordance
with the Florida Plumbing Code current edition.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R309.1 and R309.2
14. Door between garage and residence shall be 1-3/8" solid wood - 20 min, fire rated
15. The Garage shall be separated from residence and the attic area by 5/8" type "X"
drywall applied to garage wall.
16. Garages beneath habitable rooms shall be separated from all habitable rooms
above by no less than 5/8" type "X" drywall
11. ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall
Window Schedule
Mark
Size
Window Description
I.
3'-1" x 5'-3"
SINGLE HUNG
2.
2'-0" x 5'-3"
SINGLE HUNG
3.
2'-0" x 2'-0"
SINGLE HUNG
4.
3'-1" x 3'-2"
SINGLE HUNG
5,
4'-0" x 4'-2"
SINGLE HUNG
6.
I'-7" x 4'-2"
FIXED GLASS
OCTAGON FIXED GLASS
— ALL Windows to be white ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
approval chart for window manufacturer information.
product
— ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
— ALL windows in bathrooms to be tempered
— ALL windows within 18" of finished floor to be tempered
unless impact rated.
— verify all masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Description
A
3'-O" X 6'-8"
FOAM FILLED FIBERGLASS 6 PANEL
B
8'-0" X C-8"
SLIDING GLASS DOOR
C
8'-0" X 8'-0"
GARAGE DOOR
D
3'-0" X 6'-8"
20 MIN FIRE DOOR
E
2'-8" X 6'-8"
SOLID CORE - WOOD
F
X-L" X 6'-8"
SOLID CORE - WOOD
G
2'-0" X 6'-8"
SOLID CORE - WOOD
H
4'-O" X 6'-8"
SOLID CORE - WOOD - BI-FOLD
J
2'-8" X 6'-8"
SOLID CORE - WOOD - POCKET DOOR
K
2'-6" X 6'-8"
SOLID CORE - WOOD - POCKET DOOR
L
2'-4" X 6'-8"
SOLID CORE - WOOD - POCKET DOOR
— ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
— verify all masonry/rough opening sizes prior to ordering
windows.
— See product approval chart on these plans for exterior
door manufacturer information (including garage door)
— Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
i
First Floor Square
Footage
First Floor A/C =
521 sq. ft.
Garage =
384 sq.
ft.
First Floor Total =
911 sq. ft.
Second Floor Square
Footage
Second Floor A/C =
%0 sq. ft.
Covered Porch Total =
33 sq.
ft.
Second Floor Total =
993 sq. ft.
Under Roof Square Footage Breakdown
First Floor Total =
911 sq. ft.
Second Floor
Total =
993 K.-ft.
Total Space Under Roof
= 1904 sq. ft.
A/C Space Breakdown
First Floor A/C =
521 sq. ft.
Second Floor A/C =
%0 Sq. ft.
Total A/C space =
148-1 sq. ft.
Total Cubic Volume =
sq. ft.
.E COP
:IVEB
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anty, permitting
SCANNED
BY
3t. Lucie County
Luc-} a i n
196 V -o )a�
LA
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2,
OF 5.
,JOB NUMBER:
I9-10
> AR9770 e
WARNING
-SIGN
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DI DEPARTMENT APPROVES THEM IN ADVANCE
LL BEARING POINTS MUST BE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
AI L HANGERS ARE SIMPSON STRONG -TIE OR USP
NSTALLED PRIOR TO INSTALLING
[NY
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
iwCORDING TO THE CURRENT SIMPSON STRONG -TIE
TRUSSES! FAILURE TO DO SO MAY RESULT
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
I: USP CATALOG
N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES.
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
a
;J
8'-0" WALL HEIGHT
1T-4" WALL HEIGHT
Indicates
Left
End Of
Truss
On
Layout
&
Engineering
Sheets
TRUSS PLACEMENT PLAN
FILE C
12
4r
33�/16„
HCANT
APR 22
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
EIT
EASE' COAST TRUSS
5285 SF. LUCIE BLVD. FF. PIERCE, FL 34946
t� OFFICE: (772) 466-2480 FAX: (772)466-5336
USTOMER:Mel-Ry Construction
DB NAME: Saul Res.
DDRESS:1343 Nettles Blvd.
ITY/COUNTY:Port St. Lucie/St. Lucie
q% 0
B # J37370 "N/te" r�
B # 4i �
SQ FT 2052
DATE 02/20/19 =
61G I5SJE003 (3) (a). CAST COA Sr TRUSS is the
"Truss Design Engineer"
Trusses re designed in accordance wilh the
a Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed:
ODE = FBC 2017/TP12014 ASCE 7-10
ESIGN CRITERIA =MWFRS
CCUPANCY CATEGORY= II
XPOSURE = D
WF SPEED =170
WILDING TYPE =ENCLOSED
IEAN HEIGHT: 20.00
FLOOR: DUR FACTOR= 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.25
'SF=TCLL-TCDL-BCLL-BCDL
20.0,7.0,0.0,10.0
`NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING,
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
UST BE SET WITH A SPREADER BAR. THE
'READER BAR SHOULD BE AT LEAST 1/2
is
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6
'3 IN LENGTH AS THE SPAN OF THE TRUSS Ia
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
1- T_
2- 4.-
3- p
4-
5- SCANNED
6- BY a)
St. Lucie County 0)
0 -
(1/4" if plotted 24x36) . Designed By: LM