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EXISTING SEPTIC SYSTEM
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PROPERTY DESGRIPTION
NORTH-WEST CORNER OF LOT # 12
BLOCK # ONE HARRIS 5/D
ST. LUCIE COUNTY, FLORIDA
SITE INFORMATION TAKEN FROM A SURVEY
PREPARED BY ATLANTIC LAND DESIGNS
JOB # 2005-0465 DATED 3/22/05
GENERAL NOTES-
* CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
* CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG, W/ TRUSS MANUF.
* CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE
BEFORE PROCEEDING W/ CONSTRUCTION
* CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING
ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED
* REPORT ANY DISCREPANCIES TO DESIGNER BEFORE PROCEEDING W/ WORK
# DUROCK SHALL BE USED IN ALL DAMP LOCATIONS
# A/C UNIT(S) SHALL HAVE AN 5.E.E.R, OF Ih OR BETTER
# WINDOWS SHALL BE SINGLE HUNG W/ WHITE FRAMES 4 TINTED GLASS
* TEMPERED GLA55 TO BE USED AT ALL HAZARDOUS AREAS (F,B.C. 2010)
EXTERIOR DOORS $ WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL
WIND PRESSURE A5 REQUIRED BY F,B,C, 2011- 110 MPH WIND LOAD
* ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
* ALL STRUCTURAL FRAMING TO BE HEM FIR $2, SPF #I, SOUTHERN PINE 02 OR
APPROVED ALTERNATE W/ fb=1000 P.5.1. MIN. - NON - STRUCTURAL FRAMING MAY
BE SELECTED SPECIES - "STUD" GRADE
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31all - '31411 ' 3181,
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F L CC FLAN
1/4" = 1'-0 It
EXISTING HOUSE 9 G> 0
PROPOSED ADDITION 2 1 1
TOTAL AREA
I 1 1 SQ, FT,
ST. Lucie CuuntY, Permitting
ALL LEGEND
EXISTING 2" X 4" FRAME WALL
EXISTING 2" X 6" FRAME WALL
EXISTING 8!1 C.M.U. WALL
PROPOSED 2" X 4" FRAME WALL
PROPOSED 2" X 6" FRAME WALL
PROPOSED S" C.M.U. WALL
DRAWING LEGEND
# 1 61TE 4 FLOOR FLAN
# 2 FOUNDATION 4 ROOF FRAMING
# 3 ELEVATIONS, SECTION 4 DETAILS
# 4 ELECTRICAL 4 H.V.A.C. PLAN5
20143
19 JUNE 2
OF FOUR
MA M
V
NAILING 5CHEDULE
ITEM
NAIL
SIZE
EDGE
SPACING
FIELD
SPACING
NOTES
5/8" CDX ROOF SHEATHING
8 d
b" O.C.
b" OL.
GLUE ALL. PLYWOOD WITHIN 4' OF ROOF EDGE
5/8" CDX ROOF SHEATHING
8 d
4" O.C.
6" O C,
a'- 0" FROM GABLE END ROOF EDGE
1/2" CDX WALL SHEATHING
$ d
b" O.G.
6" D.G.
3/4" T4G FLOOR 5WEATHIsIG
I IQ d
b" D.C.
b" O C.
GLUE ALL. PLYWOOD (PL400 OR EQUAL)
STUD TO 2 X 12 HEADER
1(o d
3 PER HEADER PLY
BASE SHEET NAILING
ROOF SHEATHING USE 8d RING SHANK NAILS
ALL SCREWS t NAILS SHALL BE GALV,
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM W/ SIMPSON HETA20
UNLESS NOTED OTHERWISE ON LAYOUT.
❑ ALL MEMBERS ARE ANCHORED TO FRAME WALLS W/ 6IMP60N MTS20
UNLESS NOTED OTHERWISE ON LAYOUT.
o VERIFY UPLIFTS W/ TRUSS MANUFACTURER BEFORE INSTALLATION OF CONNECTORS
o THIS LAYOUT 16 FOR BEARING DETERMINATION FEASIBILITY 4 ARCHITECTURAL AID
TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS 4 ALL TRUSS 4
HEADER ENGINEERING
ALL TRUSS STRAPS�ANCHORS, TIE DOWNS, ETC. MUST BE VERIFIED W/ WIND LOAD
REPORTS PRIOR T INSTALLATION
Q TRUSS PLANS 4 WIND LOAD REPORTS MUST BE SUBMITTED TO ARCHITECT BY TRUSS
MANUFACTURER) FOR VERIFICATION 4 APPROVAL PRIOR TO FABRICATION
ANG14OR LEGEND
MARK
OALLOWED
MAXIMUM
UPLIFT
SIMPSON
MODEL
NUMBER
QUANTITY, SIZE 4 TYPE
OF ANCHORAGE REQUIRED
A
18 10
HETA20
12 - 10d
B
1 0 0 0
MT520
14 - 10d / 14-10d X 1/2"
C
1000
MT612
14 - 10d
D
10980
HGT - 2
2 - 3/4" ANCHOR TO CON,, 16 - 1061 GIRDER
E
10530
HGT - 3
2 - 3/4" ANCHOR TO CON., 16 - 106 GIRDER
F
9400
FGTR-DBL
36-SD5 1/4" DIA X 3" IN GIRDER
FOUR 1/2" DIA X 5" TITEN HD TO WALL
ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER
ALL LATERAL BRIDGING PER TRUSS MANUFACTURER
TOP DROPPED
GABLE END TRUSS
-- - -------- -- - ---
ILL
PIS 7
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8'-0" A.F.F. 8'-0" AT F,
8" I; X 14" D POURED CONCRETE
8" W X 12" D POURED CONCRETE TIE BEAM W/ 4 05 BARS CONTINUOUS
TIE BEAM W14 $5 BARS CONTINUOUS ° ° b'-10" Au,
FOUNDATION GENERAL NOTES
BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE
THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE
CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM
30" LAP EACH DIRECTION
ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE
THE CONCRETE 15 CAST AGAINST THE EARTH OR 1 1/2" WHERE THE
CONCRETE 15 FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH
ALL DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND
BE EMBEDDED b" 114TO FOOTING. DOWEL BARS SHALL LAP VERTICAL
WALL REINFORCING BARS A MINIMUM OF 30"
PLEASE NOTIFY THIS OFFICE PRIOR TO PROCEEDING WITH ANY WORK
IF ANY DISCREPANCIES ARE FOUND
BLOCK OUT 1 1/2" AT ALL EXTERIOR SWINGING
NOTCH SLAB 1 I/2" AT S.G.D.S E O.H.D.
NEU2" X 6" RAFTERS
AT 24" OZ. ANCHORED TO EXISTING
RAFTERS WITH SIMPSON OMT612 STRAP
ONE AT EACH END OF NEW RAFTER
RAFTER
1/4" = V-O"
1 11m 1 1-0 11
DRILL HOLE INTO EXISTING
PLYWOOD AND ATTACH TO
EXISTING RAFTER
2 X 4 BRACES 0 EACH VERTICAL MEMBER
1N COMMON TRU55E8 FACE NAIL W/ TWO —
Ibd NAILS lad VERTICALS d BOTH TOP Q
BOTTOM CHORDS
2 X 4 OUTLOOKERS 1@ 24" O/C ANCHORED
TO DROP TOP GABLE END W/ 6IMP50N H2.5
FACE NAIL TO FLAT TRUSS W/ TWO I6d NAILS
04 GLUE ALL PLYWOOD WITHIN 4'-0" OF
GABLE TRU65
m
1/2" CDX PLYWOOD NAILED TO DROPPED ---�
TOP GABLE TRUSS W/ 86 NAILS aQ b" 0/C
2 X 4 BLOCKING 24" O/C FROM
FIRST TRUSS TO BOTTOM CHORD
OF GABLE TRUSS FACE NAIL TO
BOTH MEMBERS W/ TWO Ibd NAILS
GABLE END DETAIL
3/4" = I'-0"
48" X 48" X 4"
FORMEE� t POURED
CONCR.'" z'E STOOP
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ALL LEGEND
EX15TING 2" X 4" FRAME WALL
EXISTING 2" x b" FRAME WALL
EXISTING 8" C.M.U. WALL
PROPOSED 2" X 4" FRAME WALL
PROPOSED 2" X 6" FRAME WALL
PROPOSED 8" C.M.U. WALL
FOOTING SCHEDULE
MARK
SIZE
STEEL
REMARKS
IS" W. X 18" D.
3 # 5 BARS
MONO,
16" W. X 14!! D.
2 # 5 BARS
MONO,
24" W, X 14" D.
3 it 5 BARS
2 # 5 BARS
2 # 5 BARS
MONO, W/CURB
MONO. W/CURB
EQUIP, WALL
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16" W. X 14" D,
O
16" W. X 8" D,
8"W.Xa"D,
1#5BAR
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20143
113 JUNE 2 0
2
[� jO� (F�� FO[a�UC�jR//�� {�
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8"' X 16`" CONC, BLK;
5/S" STUCCO
POURED GONG, BLK,
CELL W/I#5BAR
-
EACH JAMB
CONC, SILL
SEALANT
BRICK MLD,
1 3/4" SOLID CORE
DOOR
1/2" DRYWALL
1"" X 2" P,T. FURRING
RIGID INSULATION
p
a'Ni 2" X 4" PRESS. TREATED
DOOR CASING
FIR JAMB
ALUM. THRESHOLD
P.T. 2"" X 8" WOOD BUCK ANCHOR
TO CONC, 4 CONC. BLOCK W/ HILTI
PIN DS .111 DIA, 1 1/4" PENETRATION
Q 16" O/C, MIN, OR 1/4" TAP CON
SCREWS ae 12`" O/C
5/$" LITE TEXTURE
STUCCO
SEALANT
HEAVY DUTY VINYL
W/ IMPACT RESISTANT
GLASS
SEALANT
WASH
CONCRETE TIE BEAM W/ 4 - #5
BARS OR PRE - CAST LINTEL
P,T, 2" X 8" WOOD BUCK ANCHOR
TO CONCRETE $ CONCRETE BLOCK W/ 3/16'l
-TAP CONS 6" FROM EVERY CORNER 4 12" O,C,
(TYPICAL ON ALL 4 SIDES OF WINDOW)
3/16" TAP CONS THRU ALL HOLES W/ 1 1/2"
MINIMUM PENETRATION INTO BLOCK
MARBLE SILL
POURED CONCRETE SILL W/
I#5514R
am
TA I L UJ INODU..... ...... .� L
1 1/2ff ="-0 11
WINDOWS 4 DOORS SHALL BE FLASHED W/ VULKEM 116 BY TREMCO (OR EQUAL }
FOR BEADS AROUND WINDOW. THE SEALANT SHOULD EXHITIT A MIN. SURFACE
CONTACT AREA OF 1/4" INTO SUBSTRATE
UJINID
LOAD INFOfRMATION
CODE EDITIONS-
2011 FLORIDA BUILDING CODE
CHAPTER 6 OF ASCE I - 1 0
BUILDING DESIGN-
ENCLOSED
ULTIMATE DESIGN WIND
SPEED: 110 MPH
NOMINAL DE51GN WIND
SPEED: 132 MPH
RISK CATEGORY:
II
INTERNAL PRESSURE
COEFFICIENT- + .18/ - ,18
EXPOSURE CATEGORY:
i, B It
WALLS (ENCLOSED)
33 P,S,F.
IMPACT PROTECTION:
IMPACT RESISTANT DOORS 4 WINDOWS
COMPONENTS 4 WA
L CLADDING:
ZONE 4
ZONE 5
10 50, FT, _ + 40.0 / - 41.6
P.5.17. 10 50, FT, _ + 44.0 / - 58.8 P.S F.
20 SQ. FT. _ + 42.0 I - 45b iP.5.F,
20 5Q. FT. _ + 42.0 / - 543 PS.F,
50 SQ, FT. _ + 393 / - 43.1 PS.F.
50 SQ. FT. _ + 393 / - 49.6 PS.F.
100 SQ, FT, m + 31A / - 41.0
.Sr% 100 SQ, FT. _ + 31A / - 45.6 P.S.F.
12
3
F15ERGsLASS SHINGLE ROOF ON PEEL 4 STICK ON 5/8" PLYWOOD
ON 2" X 10" LAND -FRAMING 9 24" D.C.
SIMPSON HETA20 6 EACH RAFTER
TRIPLE 2" X 12"
RIDGE BEAM W!
SIMPSON LSSU28 STRAPS
FROM RAFTERS TO RIDGE
DOUBLE CROWN MOULDING:
ON 2" X 12" FALSE BEAM
9" BATT INSULATION R-30 MIN,
5 2" CEILING FAN
GALV. FLASHING ON 1" X 2"
P.T, DRIP ON i" X 6" CEDAR
°
-Ir
DRYWALL CEILING:
FASCIA
15/8"
`
MOUTH CUT
° °
ROVIDE
HARDI-BOARD SOFFIT
SEPARATION
=RAFTER
tA.
4 CONCRETE
8" X 16" CONC, BEAM
W/ 4 - #5 BARS CONT, LL!
tYl
5/5" LIGHT TEXTURED STUCCO
O
O
8" X 16" CONC, BLOCK W!
1/2" DRYWALL ON I" X 2" P.T, F
��
POURED BLK. CELLS AT 4 -O
FURRING ON 3!4" RfGID
O/C MAX, 4 AT ALL WINDOWS,
INSULATION R-SA
DOORS 4 CORNERS W! 14 5 BAR
OOD BASE �
DOWELED TO FOOTING 4
HOOKED TO BEAM
OVER -POUR NEW
6" THK. CDNC. SLAB WI 6X6
FINISH GRADE-
10I10 W W F, OR F15ER MESH
ON EXISTING SLAB
11 0
° ° VISQUEEN VAPOR BARRIER
ON TERMITE TREATED SOIL
THICKENED SLAB EDGE 18"
WIDE X 18" DEEP W/ 3 - 0 5
3000 P.51 CONCRETE
BARS CON'T. ON PALM
2500 PSY-. SOIL BEARING
BEACH CHAIRS
TrFICA L J 0FELDGOOF
zz
3 WALL &ECTION
1/2 It = 11-0
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LEVEL 2 ALTERATION
2001 FLORIDA EXISTING BUILDING CODE W/ 20013 SUPPLEMENTS
SECTION 6 0 1 STRUCTURAL
SECTION 6 0 8 ELECTRICAL
SECTION 6 0 9 MECHANICAL
THE SQUARE FOOTAGE OF THE PROPOSED CONSTRUCTION
NOT TO EXCEED THE 5 0 % RULE
THE LEVEL OF WORK SHALL INCLUDE THE FOLLOWING -
FORM 4 POUR NEW CONCRETE SLAB W/ MONOLITHIC THICKENED EDGE
FRAME NEW C.M.U. WALLS
INSTALL NEW WOOD RAFTERS ae 241" O/C
INSTALL NEW SHINGLE ROOF
INSTALLING NEW IMPACT DOORS 4 WINDOWS
INSTALL NEW ELECTRICAL CIRCUITS
INSTALL NEW H,V.A.C, SYSTEM
INSTALL INSULATION, DRYWALL 4 TRIM
INSTALL NEW FLOORING
PAINT, TILE 4 TRIM WORK
INSTALL NEW ELECTRICAL FIXTURES
DBL
PLA
Q IE
2i1 X
PLA
1/2 11 : C-O 11
8" C.E3S, FILLED
CELL WI 1- 05 BAR
PROVIDE #10 X 5 TAPCON
SCREWS 9 16" O/C INTO
BLOCK WALL
NC. DET
12
3 G�
PROPOSED ADDITION
PROPOSED ADDITION
1/4" = 1"-0"
EXISTING STRUCTURE
1/4 it = I,_O",
1/4'i = I" -Olt
EXISTING STRUCTURE
EXISTING STRUCTURE
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SOUTH
EAST
WEST
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20143
IS JUNE 2 0
OF FOUR
NO MW
21
1. VERIFY ALL CALCULATIONS W/ LICENSED AIR COND,
CONTRACTOR BEFORE PROCEEDING W/ WORK
2, THE CONTRACTOR
SHALL FURNISH ALL REQUIRED
INSURANC
d LABOR, MATERIALS 4 EQUIPMENT SHOWN
OR INDICATED
FOR COMPLETE H.V.A,C. SYSTEM IN
ACCORDANCE
W/ THESE DRAWINGS, LOCAL CODES
STANDARD
MECHANICAL CODE 4 N.F,P.A, LATEST
EDITIONS
3, WORK SHALL
BE COORDINATED W/OTHER TRADES
TO PREVENT
CONFLICTING CONDITIONS
4, CONTRAC
OR SHALL OBTAIN ALL REQUIRED PERMITS
4 INSPECTIONS
FROM GOVERNING AGENCIES 4
FURNISH A
WRITTEN GUARANTEE THAT ALL WORK
SHALL BE
FREE FROM DEFECTS IN MATERIALS 4
WORKMAN
HIP FOR A PERIOD OF NOT LESS THAN ONE
YEAR PRO
THE DATE OF EQUIPMENT START UP 4 FINAL
ACCEPTANCE.
MANUFACTURER INSTRUCTIONS 4
GUARANTEES
SHALL BE GIVEN TO THE OWNER
5, CONTRAC
OR SHALL PROVIDE MATCHED SYSTEM
COMPONENTS
AS SPECIFIED OR AN APPROVED EQUAL
FOR OPERATION
AT THE SPECIFIED ELECTRICAL
REQUIREMENTS.
AIR FILTERS SHALL BE INSTALLED ON
ALL RETURN
AIR EQUIPMENT INLETS. RETURN AIR GRILLS
SHALL BE
DUCTED BACK TO AIR HANDLING UNIT.
6, SUPPLY DUCTWORK SHALL BE 1 1/2" FIBERGLASS R-6
INSULATED DUCT50ARD OR FLEX DUCT R-6 INSULATED
AS SHOWN ON DRAWINGS, FLEX DUCT SHALL BE FULLY
EXTENDED 4 OPEN
1. ALL DUCTW RK JOINTS 4 SEAMS SHALL BE SEALED 4
TAPED. FOLLOW MANUFACTURER PROCEDURES FOR ALL
SUCH WORK.
8. A/C UNITS SHALL HAVE AN SEER RATING OF I6,0 OR
BETTER.
9, PROVIDE BALANCED RETURN AIR FOR PRESSURE DIFFERENTIAL
PER SECTION bOIA OF THE FL, MECHANICAL CODE
10, PROVIDE STEM PIPE @ CONDENSATE DRAIN TO ADD BLEACH
TO PREVENT MOLD BUILD-UP
A/C LEC3END
I SUPPLY CEILING GRILL
10 1 - WAY W/ O,B, DAMPER
SUPPLY CEILING GRILL
FI[ 91-" 2 - WAY W/ 0.6, DAMPER
t
_ SUPPLY CEILING GRILL
4 - WAY W/ Q.B. DAMPER
SUPPLY WALL GRILL
4 - WAY W1 O.B. DAMPER
D 'T' STAT o) + 62" A.F,F,
Am FLEX DUCT STRAP 1@ 4'-011 O/C
R-6 INSULATED
RIGID DUCT, 1 1/2" FIBERGLASS
INSULATED, R-(b
RETURN AIR CEILING GRILL
t� RETURN AIR WALL GRILL
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# CFM
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COMP.
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DEX€STI Cs \ cCan!
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�H \ DUCT TO EXISTING �IQ !
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EXISTING #
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ELECTRIC #
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CTRIGAL LEGEN
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE TOP HALF SWITCH
e�44" DUPLEX RECEPTACLE MTD. ABOVE CABINET
Q:W.P. DUPLEX RECEPTACLE WEATHER PROOF 4 G,F,I,
DUPLEX RECEPTACLE GROUND FAULT INTERRUPT
220 VOLT RECEPTACLE
€- WALL MOUNTED LIGHT FIXTURE
-{� CEILING MOUNTED LIGHT FIXTURE
PC CEILING MOUNTED LIGHT FIXTURE W/ PULL CORD
- CEILING MOUNTED LIGHT FIXTURE RECESSED
CEILING MOUNTED LIGHT FIXTURE RECESSED / DIRECTIONAL
FLUORESCENT LIGHT FIXTURE
SOFFIT MOUNTED FLOOD LIGHT
® FAN -LIGHT COMBINATION -SWITCHED SEPARATE
0 BATH ROOM HEATER
04- SINGLE POLE SWITCH
t THREE WAY SWITCH
�R RHEOSTAT SWITCH
TELEPHONE JACK
I] TELEVISION OUTLET
ELECTRIC MOTOR
Q SPEAKER
VACUUM OUTLET
DOOR BELL
-� CHIMES
CEILING FAN
Sp SMOKE DETECTOR
LOAD GALCULATION5
GENERAL LIGHTING,
I I -I I SQ, FT AT 3 WATTS/FT
3 5 1 3
REFRIGERATOR
1 8 0 0
3 SMALL APPL. CKTS 0 1500 EA
4500
DISHWASHER
1800
MICROWAVE
5000
RANGE
12000
EXHAUST HOOD
500
WATER HEATER
4500
TOILET EXHAUST FAN
500
PADDLE FANS (4 0 150)
3000
DISPOSAL
1 O 0 O
SUMMARY OF GENERAL LOADS
3 3 1 1 3
FIRST 10 KW aQ 100%
10000
REMAINDER aQ 40%
S 2 4 5
SUMMARY OF DIVERSIFIED LOADS
19245
AHU 01 WI HEAT STRIP 13.136 KW
1 113 6
WELL PUMP
4000
SUMMARY OF CONTINUOUS LOADS
1 5 1 3 6
SUMMARY OF DIV, 4 CONT, LOADS
3 4 3 8 1
SERVICE VOLTAGE 120/240 V SINGLE PHASE 14 3,2 5
PANEL SIZE TO USE EXISTING 15 0 AMP
STAIR LIGHT W/F _ - - - - -- -_--__
----_ _..---_.._ _---.._----------
1/411 = ],-oil
Q PROVIDE ARC -FAULT INTERRUPTOR PROTECTION t
TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE
a PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL
BEDROOM CEILING FANS t SMOKE DETECTORS
❑ PROVIDE VARIABLE SPEED SWITCHES FOR ALL CEILING FANS
a PROVIDE HARD WIRED SMOKE DETECTOR 6 ALL BEDROOMS
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