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IN ST. LUCIE COUNTY BUILDIPG DIVISION
REVIEWED FOR COMP TE
REVIEWED BY. -
it DATE
FLAN5 AND PERMIT MUST BE KEPTMFa—
SITE OR NO INSPECTION(S) WILL BE MADE
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC
WITH FlIC ENERGY COMPLIANCE
REMAIN ON ALL DOORS CODE MUST
UNTIL INSPECTIONS A AND WINDOWS
ArHESE PL4NSAN RE APPROVED
RE ftjECr rD 1) ALL pj?OpoSED
REOUIREDlyc ANYCORRECT WOR�
AlAYo.t,VECe lELDltjSpcCro IONS
onvER I
COMP&WITH&URYIN Rq THAT
To
ALL APPLICABLE CODES.
11113� CONCE&ED FASTENERS OR ATTACHMENTS
ARE THE RESpo�'SiSIUTY OF T,','E
CONTRACTOR OF RECORD.
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FRONT ELEVATION �-7' F L E L
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GENERAL NOTES:
1. Construction shall follow Florida Building Code as adopted by the
County or City in which the building is to be constructed with all
applicable amendments.
2. The Contractor , Subcontractor , Supplier , Etc shall verify all
dimensions , conditions at the jobsite plans and Specifications.
3. All written dimensions on these drawings take precedence over
scaled dimensions
4. Structural features not detailed on these plans will be addressed
by the engineer as construction progresses.
STRUCTURAL NOTES:
1. Design Loads:
Roof (DL+LL)= 50 PSF
Wind Velocity= 160 MPH Supporting Structure (Fastest Mile)
2. Soil Bearing Capacity 2500 PSF with Compaction Test Result
of more than 95%.
3. All Structure Concrete and Grout shall have a minimum compressive
Strength of 3000 PSI at 28 days .
4. Slab/Footings
to
be
concrete with minimum
compressive Strength of
2500 PSI at
28
days
. See plans for size and
steel requirements.
5. Minimum Concrete protection for reinforcement Bars:
Beams: 1 1/2 Footings: T;
6. Lap all reinforcing Steel a minimum of 48 bar diameters.
7. All Standard Lumber shall be SPF , or stud grade with minimum
Fb=1200 PSI or better.
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Fefor to 5ipccification5,
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Approval
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8.
All lumber in contact with concrete or masonry shall be Pressure
JURISDICTION: ST. LUCIE COUNTY
Treated.
CODE: 2017 FLORIDA BUIILDING CODE
9,
Splitting or cracking of structural components due to installation of
BUILDING CLASSIFICATION: CATEGORY 11
hardware is not permitted.
MINIMUM SOIL BEARING PRESSURE: 2500 psf
10.
Unless otherwise noted , the installation of specified hardware shall
LATERAL LOAD OF TRUSS ANCHORS CONSIDER-ED: YES
conform to the manufacturers instructions and standards.
SHEAR WALL CONSIDERED: YES
CONTINUOUS LOAD PATH PROVIDED: YES
11.
Bearings points of headers, girders and beams shall have vertical
WIND SPEED (3 SECOND GUST): 160 MPH
supports sufficient to support loads and shall be properly
anchored for uplift as will be noted.
IMPORTANCE FACTOR: - 1.0
12.
Roof Sheathing to be nailed with 8d Rink Shank nails or equal,
EXPOSURE: CATEGORY
C
6 0. C.
MEAN ROOF HEIGHT: 14 - 0
BUILDING DESIGNED AS: ENCLOSED
13.
Unless otherwise noted for exterior walls, exterior plywood
INTERNAL PRESSURE COEFFICIENT +Z-0.18
sheathing and interior drywalls is to be nailed with 10d nails or
better , 6" O.C. edges and 8" O.C. Filled . Drywall screws 1.5" long
EXTERNAL PRESSURE COEFFICIENTS FOLLOWS:
and .131" in diameter.
VERTICAL GCpf: + /-1.07
14.
For ridge vent installation block with 2x4 #2 HF or bette�- between
'
HORIZONTAL GCpf: -1.4
top chords or trusses along the edge of plywood directly below
ROOF OVERHANG GCpi: 0,55
the vent.
BASIC VELOCITY PRESSURE: 29.85 psf
FOLLOWING WIND PRESSURES BASED ON Atrib: 50 SE
15.
For Frame Segment to masonry segment connections use PT
(5 psf DEAD LOAD USED IN CALCULATING UPLIFT)
vertical secured to masonry with 3/16" dia. lag screws 3/4"
ZONE I MWFRS: +32.12 psf
embedment to 3000# concrete min 18') O.C.
16.
WALLS: The double top plate (butt splices) shall resist 4000lb/splice
ZONE 2 MWFRS: -12.29 psf
-All wall top plates shall be lapped a min. of 24"@ splices w/
ZONE 3 MWFRS: -27.61 psf
7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d
ZONE 4 MWFRS: -25.12 ps f
. C
nails.
ZONE 4 COMPONENTS & CLADDING 43.5/-45 psf
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ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf
T40 4716t
17.
At Gable, provide 2x4 full blocking to the trusses for the first two
ROOF UPLIFT MOMENT 14.5 FT-LBF
truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first
truss.
18. Apply Plywood roof sheathing face grain perpendicular to supports.
19. All roof covering shall be applied per manufacturers
recommendations or per FBC and local codes whichever is more
strenuous.
TABULATION AREA
EXISTING
LIVING AREA 844SF
COVERED ENTRY 30SF
CARPORT AREA 276 SP
1150SF
PROPOSED
RESTROOM AREA 49SF
TOTAL 1199SF
PROTECTION OF OPENINGS:
BASED ON FBC SECTION 1606.1.4 � EXTERIOR OPENING THAT RECEIVES
POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT
COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12
ASTME1886 AND ASTME1996 OR MIAMI-DADE PA201,202 & 203
NOTE:
BLOCK LAYERS/ FRAMERS TO CONSULT WCONTRACTOR
FOR ROUGH OPENINGS OF WINDOWS AND DOORS
DOOR SCHEDULE
DR#
SIZE
ROUGH OP
QUANTITY
REMARKS
D2
2'6"X6'8"Xl 3/8"
34'x8l'
1
INTERIOR DR 6 PANEL
D4
5'0"X6'8"Xl 3/8"
60'x84'
SHOWER SLDG DROBSCURED CLASS
WINDOW SCHEDULE
WIN # SIZE WxH ROUGH OP ROUGH OP QUANTITY REMARKS MANUF. MODEL
POURED SILLS PRECAST SILLS
EGRESS WINDOWS IN SLEEPING ROOM
MUST HAVE A MINIMUM CLEAR OPENING
HEIGHT OF 24" & A MIN NET CLEAR
WIDTH OF 20".NET CLEAR OPENING
AREA SHALL A MIN OF 5 SO, FT.
ON GROUND FLOOR 5.7 SQ. FT. ABOVE
GROUND LEVEL , MAX SILL HEIGHT 44'
ABOVE FFE
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CONNF-C-noN FOIN-r (3)
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LIP(l-D)
V2"CDX Sheathing
To Be Nailed w/
8d Rink Nails 0
6—in O.C.
cowc-noN PoiNf (2)
Ul t CAPAVI-ry
11-7 _p(Ltl 2755
2x4 Nailer Fastened
To Wall With (3/8")
Tapcon Screws 3"
(D 3 2 0. C.
J Channel Fastened
With/1 (1 /2 ")Nails 0
12"O.C. Corrosion
Resistant`,-,
1x3
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Alurn Drip Edge
on Alurn Wrapped
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ROOF FRAMING DETAIL
Modified Biturnen Roof
CertainTeed Flintlastic
or Equal Materials
on V2" CDX Plywood
See Roof Framing
Ma�clh 03atIhroom ��f Pil
'ro �xi�blnq Covcrecl Porch
See Connector
Schedule
02X rlqwood
r-A5TFN�1:2 W/ 8d
ONK 5HANK NA11-5
611 0,C, i & Fl�I-P
Light Textured, Two
Coat Stucco Systern
On Water Resistant
Barrier
Provide Stucco Stop
at Foundation
20inxl6in Mono
Footing w/2#5
Rebars Continuous
2'1x6l' P��F- PL-A-rl
R-11 Insulation
2X6 PT Fl-ATF FA51'FNEV
rO F00T1N6W/(E�/8"X811)
F-XPAN51ON 1301-T5?52 " 0,C.
ON� Ar� & C
-20
WPUN
61N
Finish�ed Grade 11 2#5REBARS 4 in 2500# Fibermix Conc.
6
w/6 in 10xlO w.w.rn. on
.006 Vapor Barrier on Clean
Cornpacted, Terrnite Treated
Fill
TYPICAL WALL FRAMING DETAIL
ABRAHAM CHABAB, Inc.
FL. BOARD OF PROF. ENG
AUTH.#26790
5428 NW EDGEWATER AVE
PORT ST. LUCIE FL. 34983
Email agchababl@msn.com
772 878-5079/475-6630
Fax 772 785-8291
Bourdon's Residence
785 SE Airoso Blvd
River Park
DESIGNED BY
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BATHROOM ADDITION DATE
FLOOR / ELEVATION 12/2/18
FRAMING DETAILS SHEET OF
UPLIFT/ GRAVITY LOADS 5 5
No 47165
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.............
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IONS JDATE
M
ELECTRICAL LOAD CALCULATIONS
ELECTRICAL LEGEND
SYMBOL
DESCRIPTION
&
DUPLEX OUTLET (GROUNDED TYPE)
0WP
WEATHER PROOF DUPLEX OUTLET
WALL SWITCH CONTROLLED DUPLEX OUTLET
ABOVE COUNTER LOCATION
FLUSH FLOOR WALL SWITCH CONTROLLED DUPLEX
OUTLET (OWNER VERIFY LOCATION)
220 VOLT OUTLET OR CONNECTION
M
TELEVISION CABLE OUTLET
<
TELEPHONE OUTLET LOCATION
FM
DOOR CHIME LOCATION
131
120 VOLT JUNCTION BOX
$
SINGLE POLE WALL SWITCH
$3
3-WAY WALL SWITCH
CEILING M13UNTED LIGHT FIXTURE
WALL BRACKET MOUNTED LIGHT FIXTURE
-i
SUSPENDED CEILING MOUNTED LIGHT FIXTURE
RECESSED DIRECTIONAL CEILING LIGHT FIXTURE
RECESSED CEILING LIGHT FIXTURE
low
RECESSED LIGHT FOR WET AREA
ONE TUBE UNDER COUNTER FLUORESCENT LIGHT
EXTERIOR CAST ALUMINUM FLOOD LIGHTS
CEILING MOUNTED FAN - EXHAUST
CEILING MOUNTED FAN AND HEATER
-4-L
PORCELAIN LAMPHOLDER
DE113R BELL BUTTON
SO
SMOKE DETECTOR
CEILING MOUNTED FAN LIGHT AND HEATER
CEILING MOUNTED FAN - PADDLE
PRE -WIRE GARAGE DOOR OPENER
+
CHANDELIER
I �,o 5F P �5,0 w, I 113�0 VA I
TOTAL I I �,o Vt\
_0AP IN AMP�P,1\6F 1 �50 VA / 20B = I AMIP
ADD 10 AMPS CIRCUIT BREAKER
TO EXISTING PANEL
ELECTRICAL NOTES:.
—All electrical installation shall be in accordance with the requirement of the N.E.C.
(NFPA No 70 as amended and all local & state codes in force at the time of
construction.)
—Ground system in accordance with article 250 N.E.C.
—System voltage shall be 120/240 Volts single phase UON,
—Panelboards and local centers shall be square D, ITE
—All conductors and materials shall be UL approved .
—Provide a written directory attached to each panelboard.
—Permits are required and it is the reponsibility of the contractor All
contractors shall be licensed and hold occupational license in the county
where the work occurs.