HomeMy WebLinkAboutPLANS*CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION.
*CONTRACTOR, SUBCONTRACTOR, MATERIAL SUPPLIER, ETC. SHALL MAKE THEMSELVES FAMILIAR WITH THE CONTRACT
DOCUMENTS AND SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. AS APPLICABLE AND
REPORT ANY DISCREPANCIES, ERRORS OR OMISSIONS TO THE ARCHITECT PRIOR TO ANY WORK BEING PERFORMED.
OTHERWISE, THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY ERRORS AND THE CONTRACTOR, SUBCONTRACTOR,
MATERIAL SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ERRORS AND/OR DELAYS AND CORRECT THEM AT THEIR
OWN EXPENSE. LANCE A VOGL SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE OR INCONVENIENCE ARISING FROM
INACCURACIES.
*THE ARCHITECT HAS NOT BEEN RETAINED FOR THE SUPERVISION OR THE ADMINISTRATION OF THE EXECUTION OF THE
WORK OF THIS PROJECT.
*EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND
PROCEDURES FOR SAFETY PRECAUTIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A, APPLICABLE BUILDING
CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION.
*EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN AND PAY FOR ALL PERbIITS, TESTS, INSPECTIONS, AND
APPROVALS REQUIRED FOR HIS PORTION OF THE WORK
*CAULKING USING A ONE -PART URETHANE PRODUCT SHALL BE APPLIED AT ALL JUNCTIONS OF WALL AND WINDOW AND
DOOR FRAMES WITH ABUTTING WALL SURFACES TO PROVIDE A WEATHERTIGHT, WATER-RESISTANT INSTALLATION.
*CONTRACTOR(S) TO COORDINATE WALL BLOCKING REQUIREMENTS W/ CABINETRY AND SHELVING LOCATIONS.
*ALL WOOD IN CONTACT WITH MASONRY TO BE PRESSURE TREATED SYP MEETING AWPA STANDARDS TO A MINIMUM 0.4 PCF
RETENTION. ALL METAL CONNECTORS, NAILS, & SCREWS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE
HOT -DIPPED GALVANIZED AND CONFORM TO ASTM STANDARDS.
CONCRETE:
*SHALL MEET A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI @ 28 DAYS.
*SLUMPS SHALL BE 4" MIN AND 6" MAX.
*MIN 3% AIR ENTRAINMENT.
*MAX WATER/CEMENT RATIO OF 0.55.
REINFORCING:
*SHALL MEET ASTM STANDARDS FOR 60 GRADE.
*ALL REINFORCING STEEL SPLICES SHALL BE LAPPED A MINIMUM 40 BAR
DIAMETER ALL HOOKED REINFORCING BARS SHALL HAVE AN EXTENSION OF
12 BAR DIAMETERS BEYOND BEND.
*ALL OUTER BARS IN FOOTERS SHALL HAVE CORNER BARS WITH A MINIMUM 40
BAR DIAMETER LAP.
ALL FOOTER BARS SHALL HAVE A MIN. 3" CONC. COVER WHERE THE CONC. IS
CAST AGAINST EARTH, OR 1r1111 WHERE CONC. IS FORMED AND EXPOSED TO
EITHER WEATHER OR EARTH.
WOOD:
*ALL LOAD BEARING STUDS TO BE: #2 SOUTHERN YELLOW PINE, #2 DOUGLAS
FIR -LARCH, #2 SPRUCE -PINE -FIR, OR BETTER.
GENERAL SITE NOTES:
CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON
LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED AND
TO VERIFY LOCATIONS OF EXISTING/ADJACENT, WELLS, SEPTIC SYSTEMS, AND
TREES.
THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR EXISTING CONDITIONS ON
THE LOT INCLUDING, BUT NOT LIMITED TO, HAZARDOUS MATERIALS,
UNSTABLE SOIL, OR ANY OTHER UNFORESEEN CONDITION.
IMMEDIATELY PRIOR TO REINFORCING STEEL PLACEMENT, ALL BEARING
SURFACES OF ALL FOOTINGS AND FLOOR SLAB AREAS SHALL BE COMPACTED
USING HAND OPERATED MECHANICAL TAMPERS. ALL LOCALIZED AREAS
WHICH HAVE BEEN LOOSENED BY EXCAVATION OPERATIONS SHALL BE
ADEQUATELY RE -COMPACTED.
POSITIVE DRAINAGE SHALL BE MAINTAINED AT THE SITE DURING
CONSTRUCTION. REMOVE FREE WATER FROM EXCAVATIONS BEFORE
CONCRETE.
11 MINIMUM SOIL BEARING CAPACITY SHALL BE 2500 PSF.
N
1 SITE PLAN
3/32 —P-0"
INDEX OF DRAWINGS
Al PROPOSED SITE PLAN & PROJECT DATA aecEtvED
A2 FLOOR PLAN, ELECTRICAL PLAN & ELEVATIONS
1t11a
A3 FOUNDATION PLAN, ROOF FRAMING PLAN & DETAILS Npy' 2
vrl
st, lU
SCOPE OF WORK
1. NEW DETACHED POOL CABANA ADJACENT TO EXISTING POOL.
AREA CALCULATIONS
PROPOSED COVERED POOL CABANA............................................................551 S.F.
*ALL AREAS CALCULATED TO OUTSIDE DIMENSIONS
LOT COVERAGE
LOT SIZE (PER S.L.C. TAX RECORDS)............................................................25,700 S.F. (.59 ACRES)
PROPOSED BUILDING COVERAGE...............................................................4,362 S.F. (17%)
PROPOSED TOTAL IMPERVIOUS......................................................................7,638 S.F. (30%)
PROPOSED TOTAL OPEN SPACE.....................................................................70%
DATA &DESIGN PRESSURE SCHEDULE
LWIND LOADS BASED ON 2017 FLA. BUILDING CODE
2. TYPE OF CONSTRUCTION:
CBS
3. BUILDING DESIGN:
OPEN
4. WIDTH OF END ZONE:
4'
5. ULTIMATE WIND SPEED:
160 MPH 3 SECOND GUSTS
6. BUILDING CATEGORY:
II
7. BUILDING MEAN HEIGHT:
131011
8. EXPOSURE CATEGORY
B
9. ADJUSTMENT COEFFICIENT:
1.0
10, COMPONENTS & CLADDING WIND PRESSURE ON:
10A: ROOF ZONE:
1) +13.1 / -20.8
2) +13.1 / -36.1
3) +13.1 / -53.4
10B: WALL ZONE:
4) +22.7 / -24.6
5) +22.7/ -30.4
1OC:GARAGE DOOR:— _r„�
6) N/A
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PROPOSED SITE
PLAN & PROJECT
DATA
PROJECT NO.t HUNTER I
DRAWN BY, LV
DATE, 2.1.19
REVISIONSi
Q 11/20/19 PERB.D.
SHEET NO.
VA
DocuSian Envelooe ID: DD3FC77C-A184-4CD1-BB5E-164AA42401C3
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EXISTING HOUSE SERVICE LOADS
EXIST. 5284 SQ/FT(@ 3 WATTS/SF)
APPLIANCE CIR.(2 @ 1500 EACH)
LAUNDRY CIR. (1 @ 1500 EACH)
OVEN
RANGE
EXHAUST HOOD
DISHWASHER
DISPOSAL
MICROWAVE
WATER HEATER
REFRIGERATOR
WASHER
DRYER
POOL PUMP
ELECTRIC POOL HEATER
IRRIGATION PUMP
SUB -TOTAL
TOTAL PANEL LOAD:
HVAC #1(9.5kw HEATSTRIP)
HVAC #2(9.5kw HEATSTRIP)
1ST 10,000VA @ 100%
REMAINING @ 40%
TOTAL EXISTING SERVICE:
TOTAL AMPS:
NEW CABANA SERVICE LOADS
=15,852 WATTS
GENERAL LIGHTING
=1,000 WATTS
=3,000 WATTS
GFI APPLIANCE CIR.
=1,500 WATTS
=1,500 WATTS
U.C. REFRIGERATOR
=1,200 WATTS
=1,500 WATTS
GAS FIREPLACE IGNITER
=1,200 WATTS
-5,000 WATTS
=500 WATTS
CABANA SUB -TOTAL
=4,900 WATTS
=1,500 WATTS
=1,500 WATTS
NEW SUB-TOTAL
=56,952 WATTS
=2,000 WATTS
=3,000 WATTS
TOTAL PANEL LOAD:
=1,500 WATTS
HVAC #1(9.5kw HEATSTRIP)
=9,500 WATTS
=1,500 WATTS
HVAC #2(9.5kw HEATSTRIP)
=9,500 WATTS
=5,000 WATTS
1ST 10,000VA @ 100%
=10,000 WATTS
=2,200 WATTS
REMAINING @ 40%
=18,781 WATTS
=5,000 WATTS
=1,500 WATTS
TOTAL COMBINED SERVICE:
=47,781 WATTS
=52,052 WATTS
/240V
TOTAL AMPS:
=199 AMPS
=9,500 WATTS
=9,500 WATTS EXISTING METER/SERVICE: =320 AMPS
=10,000 WATTS (*CONTRACTOR TO FIELD VERIFY & NOTIFY
=16,821 WATTS ARCHITECT IF EXISTING SERVICE IS 200 AMPS OR
LESS)
=45,821 WATTS
/240V
=191 AMPS
*NOTE: CALCULATED LOADS ARE BASED ON
GENERAL EQUIPMENT LOAD REQUIREMENTS.
ELECTRICAL CONTRACTOR TO VERIFY & ADJUST
ALL LOADS, WIRE SIZE & BREAKER SIZE WITH
EQUIPMENT MANUFACTURERS SPECIFICATIONS
PRIOR TO INSTALLATION.
I
N
PROFILE ELEVATION
FYPON BKT8X29X4
(MATCH EXIST. HOUSE TRIM COLOR)
-
ELECTRICAL NOTES:
*ELECTRICAL CONTRACTOR SHALL COMPLY WITH 2O14 N.E.C. AND ALL OTHER APPLICABLE CODES.
*ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS, RISER DIAGRAM, PANEL SCHEDULE & ELECTRICAL PLAN & NOTIFY THE G.C. OF ANY ERRORS
OR DISCREPENCIES PRIOR TO INSTALLATION.
*ELECRICAL CONTRACTOR IS TO SIZE BRANCH CIRCUITS. A MAXIMUM VOLTAGE DROP OF 3 PERCENT IS PERMITTED.
*ALL OUTLETS, SWITCHES/DIMMERS, AND LIGHT FIXTURE LOCATIONS TO BE VERIFIED BY OWNER ON WALK-THRU WITH ELECTRICAL CONTRACTOR
*ALL DEVICES SHALL BE SMOOTH TYPE (WHITE) UNLESS OTHERWISE NOTED.
*ALL RECEPTACLES INSTALLED OUTDOORS, BATHROOMS, GARAGE, LAUNDRY, AND KITCHENS TO HAVE GROUND FAULT CIRCUIT INTERRUPTER
BRANCH CIRCUITS THAT SUPPLY
*ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED PER NEC
210.12.*PROVIDE/INSTALL TAMPER -RESISTANT RECEPTACLES IN ALL AREAS AS SPECIFIED BY NEC 210.52.
*VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIP. MANUF. SPECS.
*ALL ELEC. SWITCHES SHALL BE 48" A.F.F. AND ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED.
*ALL ELECTRICAL DEVICES LOCATED IN NON -CONDITIONED SPACE TO BE OUTDOOR "WEATHER RESISTANT" RATED. ALL ELECTRICAL FIXTURES LOCATED IN
NON -CONDITIONED SPACE SHALL BE MARKED "SUITABLE FOR WET LOCATION" OR "SUITABLE FOR DAMP LOCATION".
*ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT ALL EQUIPMENT (WATER HEATER, A/C UNITS, AND ANY OTHER EQUIPMENT AS REQUIRED BY N.E.C.
440.14.)
*A MINIMUM OF 75% OF LAMPS INSTALLED SHALL BE HIGH EFFICACY LAMPS.
ELECTRICAL LEGEND
110 VAC DUPLEX OUTLET
$
LIGHT SWITCH
LIGHT FIXTURE
110 VAC DUPLEX OUTLET
$...
THREE/FOUR-WAY LIGHT SWITCH
(Recessed)
UNDER -COUNTER LIGHT
(1 /2-switched)
n
I
4
110 VAC DUPLEX OUTLET
DIMMER SWITCH
o
STEP LIGHT 4D FLOOD LIGHT
WR
(GFI-ground fault interrupt)
I Ds
DOOR SWITCH
(MOTION SENSOR)
(OUR=weather resistance rated)
FLOOR OUTLET
{
LIGHT FIXTURE
FLOURESCENT FIXTURE
(owner to approve location)
(Ceiling -Mounted)
(WP = Weatherproof)
*
Refer to Manufacturer's
Specifications (Height/Voltage)
I
LIGHT FIXTURE
(Wall -Mounted)
CEILING FAN Xw/ht)
ELECTRICAL PANEL
�--
LIGHT FIXTURE
(Pendant/Chandelier)
ELECTRICAL METER
EXH. FAN EXH. FAN/LIGHT
GAS LINE DB DOORBELL
®
CABLE/DATA RECEPTACLE
s�
SMOKE/CARBON DETECTOR
�n
GARAGE DOOR OPENER
1 FRONT E ELEVATION
1/4"=V-0"
3 REAR (S ELEVATION
AZ 1/4"=1'-0"
tu 10' 0 (TOP OF BEAM)
06 0' 0" (T.O.S.)
910' 0" (TOP OF BEAM)
0" (T.O.
2 SIDE
AZ 1/4"=1'-0"
ELEVATION
SIDE (SE) ELEVATION
1/4"=1'-0"
0
...
HOOD TO BE -
CENTERED OVER
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HOOD
GRILL (LOW PROFILE
R CEILING MOUNT)
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5 ELECTRICAL PLAN
A2 1/4°=V-0°
COLUMN LEGEND
CMU COLUMN (xSEE WALL SECTION)
16'-0'
__--- ___________
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SYMBOLS:
x
WALL SECTION
.1� ELE;VATION L
e DETAIL BUILDING SECTION
x
HOSE BBB
uI
01
I i PROPOSED POOL CABANA
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FLOOR PLAN,
ELECTRICAL
PLAN &
ELEVATIONS
PROJECT NO., HUNTER I
DRAWN BY, LV
DATE, 2.1.19
REVISIONS,
SHEET NO.
A2
B" (min.) STUCCO SOFFIT (W/ —�
CONTINUOUS VENT) OVER 8" GALV.
RIB LATH ATTACHED W/ GALV.
RINGSHANK NAILS OR SCREWS W/ A
HEAD DIAMETER NOT LESS THAN 3"
W/ 1 J" MIN. PENETRATION INTO
HORIZONTAL WOOD FRAMING
MEMBERS. (*MATCH HOUSE SOFFIT
STUCCO FINISH)
BEAM PER SCHEDULE
MATCH EXISTING HOUSE
STUCCO FINISH
12"xI2" CMU W/ 4 #5 VERT. BARS
HOOKED TO FOOTING
STONE CAP (*TO BE
SELECTED BY OWNER)
STONE VENEER (CULTURED STONE
SOUTHERN LEDGESTONE IN FOG OR
COUNTRY LEDGESTONE IN ECHO
RIDGE OR APPROVED EQUIV.) *SCREEN
TRACK TO BE RECESSED INTO STONE.
COPPER "EGG" 30"Wx20"Hx48"D CAP W/
COPPER SCREEN (DIAMOND PATTERN) EACH
END (CHIMNEY KING #30B%OR APPROVED EQ.
*VERIFY CHIMNEY/CHIMNEY CAP SIZE/
STYLE/FINISH W/ OWNER)
VENT -FREE GAS FIREPLACE
/YB�ELOW. SEALED CHIMNEY CAP
W/ NO PENETRATION.
\ COPPER CHIMNEY CAP TERMINITE CHIMNEY 2FT MIN.
FLASHING — ABOVE ROOF RIDGE — —
I °
8" POURED SOLID TOP COURSE W/ (1) #5
BAR CONT.
1
r_r ING PER
1
y0
r� �e B ROOF /
CHIMNEY8" CMU ' 4 4 F' p I /
FLASI
POURED SOLID 1'All*;II ' 1 SE
• I1��
14 O.
FLASHING
TILE ROOF
512 �SIMPSON HGA10 EACH TRUSS
SIMPSON HU212Z EACH TRUSS % %!�j�%!' ! �!� Ix6 T&G CEILING
SIMPSON HU212Z EACH TRUSS
8"x8" LINTEL @ CHIMNEY OFFSET W/
(1) #5 BAR CONT.
1 CHIMNEY DETAIL
A3 3/4°=1'-0" — -
CONC. TILE ROOF (*MATCH EXISTING)
ON PEEL-N-STICK UNDERLAYMENT ON 8"
CDR PLYWOOD SHEATHING.
ENGINEERED WOOD
ROOF TRUSSES @ 24" O.C.
W/ 51" TOP CHORD
SEE TRUSS CONNECTION SCHD.
FOR TIE -DOWN
CONT. DRIP FLASHING OVER
P.T.1x2, OVER 2x8 SMOOTH
CEDAR FASCIA FIELD 12
VERIFY/MATCH EXISTING) 5
10' 0" T.D.B.
e
2,-0" Li
4r
0' 0" T.O.S
THICKENED SLAB EDGE 18" DEEP X 16"
WIDE W/ (2) #5 BARS CONT.
-1x6 T&G CEILING
REMOVABLE HARDIE_PANE4 OR T&G FIpR SCREE9ftbIOTOR ACC&
(*VERIFY W/ MANUF. SPECS & OWNER)
RETRACTABLE SCREEN - AS SELECTED/APPROVED BY
OWNER (INSTALL PER MANUF. SPECS)
TYP. WALL SECTION
3/4"=1'-0"
6x6
16'-0'
---- ----------I--- 1--------I---- ----
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'2 ROOF FRAMING- PLAN
A3 1/4`-P-0"
CONCRETE BEAM / LINTEL SCHEDULE
BEM ID
SIZE
REINFORCING
STIRRUPS
TIE &
SPACING
TOP OF WALL
OR BEAM
NOTES
BOTTOM
MIDDLE
TOP
B-1
8"x16"
(1) #5
-
(1) #5
10, 0"
LINTEL BEAM (CASTCRETE OR
APPROVED EQUAL
I 1 UP TO CT W OPENINB
8"x8n
1 #5
()
-
-
VERITYCHIMNEY
PRE -CAST (CASTCRETE OR EQ.)
OFFSET
SHEATHING NAILING
SCHEDULE
ITEM
NAIL: SIZE EDGE FIELD
NOTES
SPACING SPACING
" CDX ROOF
ZON11 L 2, & 3 (8d ROUND
ZONE 1: 4" O.C.
ZONE 1: 6" O.C.
SHEATHING
HEAD (RING SHANK)
ZONE 2. 4" O.C.
ZONE 2: 4" O.C.
ZONE 3: 3" O.C.
ZONE 3: 3" O.C.
ROOF SHEATHING
8d ROUNDHEAD TJNG
4" O.C.
N/A
NAIL 2x FASCIA TO TRUSS
TO TOP OF FASCIA
SHANK)
ENDS W/ (2) 16d NAILS (MIN.)
32' CDX WALL
8d
4" O.C.
6" O.C.
SHEATHING
*NOTE: SHEATHING NAIL SPACING SFLALL NEVER BE LESS THAN 3" O.C.
ROOF SHEATHING NAILING ZONES
" aO mfi e
2 °
Aa7l i0 0 a
"m O
O O a
a
a
"e' = WIDTH OF END ZONE (*SEE. DATA AND DESIGN PRESSURES SCHEDULE SHEET Al)
TRUSS CONNECTION SCHEDULE
TYPICAL CONNECTION
NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON HHETA20
UNLESS NOTED OTHERWISE. ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
(2) SIMPSON HTS20 UNLESS NOTED OTHERWISE ON LAYOUT.
TRUSS ID
SIMPSON
CONNECTOR ID
FASTENERS
MAX ALLOWED
UPLIFT
NOTES
TRUSS TO CONC. BEAM
HETA20
PER MANUF. SPECS
1810
GIRDER TO CONC. BEAM
HETA20
PER MANUF. SPECS
1810 (EACH)
(2) EACH GIRDER END
NOTES: - - - -
-TRUSS DRAWINGS TO BE PROVIDED TO THE ARCHITECT BY THE TRUSS MANUFACTURER FOR REVIEW PRIOR TO
RELEASE OF FINAL SIGNED AND SEALED TRUSS DRAWINGS.
-TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS, & ALL TRUSS & HEADER ENGINEERING.
-TRUSS MANUFACTURER TO INDICATE UPLIFT REACTIONS @ TRUSS/GIRDER ENDS & PROVIDE HANGER
CALLOUTS FOR TRUSS TO GIRDER & GIRDER TO GIRDER CONNECTIONS. TRUSS MANUFACTURER TO NOTIFY THE
ARCHITECT IF ANY UPLIFT REACTIONS EXCEED THE SPECIFIED VALUES ABOVE.
-SIMPSON CONNECTORS SHALL BE ATTACHED PER MANUFACTURER STANDARDS. VERIFY WITH MANUFACTURER
PRIOR TO INSTALLATION,
-INSTALL MOISTURE BARRIER BETWEEN CONCRETE AND ALL NON PRESSURE -TREATED WOOD FRAMING.
-SUBSTITUTION OF ANCHORAGE HARDWARE W/ EQUAL OR GREATER VALUES IS PERMITTED WITH APPROVAL
FROM ARCHITECT. ARCHITECT ASSUMES NO RESPONSIBILITY FOR SUBSTITUTIONS WHICH DO NOT MEET THE
LOAD REQUIREMENTS.
1 1,6'-0'
4.
x$ GUT CONTROL JOINTS ("xl') AS SOON AS POSSIBLE
AE ER TROWELING FILL JOINTS W/ LIQUID SEALER.
I- — — — — — — — — --' — — -
II I
su�x �u rnmo��
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THICKENED SLAB
EDGE 18' DEEP X 4
16' WIDE W/ (2) A3
THICKENED SLAB 45 BARS CLINT.
EDGE 18' DEEP X
36' WIDE W/ (4) corrrnoxmarr
#5 BARS CONT,
ewes
I I
S0' U" SLAB EATION
�(nPAVERS ❑VERLEVSLAB TO BE
.m B, LEVEL W/ EX.) o
I ® £ . 4' THICK CONCSLAB WITH
ip v
A3 6x6 WWM OVER 6 MIL M
VISQUEEN VAPOR BARRIER,
i o r-s' OVER CLEAN, COMPACTED,
TERMITE TREATED FILL.
9 HIM
o Irll I
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rnmaocOomT
COLUMN SYMBOLS:
8"x8" GROUT FILLED CELL
J WITH 1 #5 VERTICAL BAR
12"x12" CMU COLUMN
WITH 4 #5 VERTICAL
BARS. THICKENED SLAB o
® EDGE IS' DEEP X
16#5WBARS CONT.
WALL SYMBOLS:
® FULL HT. WALL
40"H CMU WALL L
INTERIOR WALL LOCATION
3 FOUNDATION PLAN N
A3 1/4"=1'-0"
-
oll-
PLUMBING LEGEND
VENT PIPING
O STUDOR VENT (S.V.)
1 ROOF VENT
CA. CLEAN OUT
PLUMBING NOTES,
& ALL WORK SHALL COMPLY WITH 2O17
FLORIDA PLUMBING CODE, 2017 FLORIDA
GAS CODE, AND ANY OTHER
APPLICABLE CODES,
B. PLUMBING PIPING & VALVES
-COPPER TYPE 'K" PIPING AND FITTING
BELOW SLAB.
-COPPER TYPE "L" PIPING AND
FITTINGS ABOVE SLAB.
-LEAD FREE SOLDERED JOINTS,
-SCHEDULE 40 PVC SANITARY SEWER &
VENTS.
CVENT TO REAR OF STRUCTURE
D. CONTRACTOR TO VERIFY ALL PIPE
SIZES/SPECS PER EQUIPMENT AND
APPLICABLE CODE,
E. CONNECTION TO EQUIPMENT SHALL BE
VERIFIED WITH MANUF.'S CERTIFIED
DRAWINGS,
F. BEFORE FABRICATION, VERIFY AND
COORDINATE ALL DIMENSIONS IN
FIELD.
G. ALL EQUIPMENT SHALL BE SUPPORTED
AS REQUIRED TO PROVIDE A VIBRATION
FREE, RIGID INSTALLATION.
H, PROVIDE WATER HAMMER ARRESTORS AT
EACH BRANCH LINE.
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REVIEWED FOR Q PROJECT NO.t HUNTER 1
CODE COMPLIANCE Uf� DRAWN BY, LV
ST. LUCIE COUNTY z
0 DATE, 2.1.19
BOCC U REVISIIDN&
Al 11/20/19 PERB.D.
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DocuSign Envelope ID: 451BE5FD-5482-404D-B442-6552725E7DC8
EXISTING HOUSE SERVICE LOADS NEW CABANA SERVICE LOADS
EXIST. 5284SQ/FT(@ 3 WATTS/SF) 15,852 WATTS GENERAL LIGHTING =1,000 WATTS
APPLIANCE CIR.(2 @ 1500 EACH) =3,000 WATTS GFI APPLIANCE CIR. =1,500 WATTS
LAUNDRY CIR. (1 @ 1500 EACH) =1,500 WATTS U.C. REFRIGERATOR =1,200 WATTS
OVEN
=1,500 WATTS
RANGE
=5,000 WATTS
EXHAUST HOOD
=500 WATTS
DISHWASHER
=1,500 WATTS
DISPOSAL
=1,500 WATTS
MICROWAVE
=2,000 WATTS
WATER HEATER
=3,000 WATTS
REFRIGERATOR
=1,500 WATTS
WASHER
=1,500 WATTS
DRYER
=5,000 WATTS
POOL PUMP
=2,200 WATTS
ELECTRIC POOL HEATER
=5,000 WATTS
IRRIGATION PUMP
=1,500 WATTS
SUB-TOTAL
=52,052 WATTS
TOTAL PANEL LOAD:
HVAC #1(9.5kw HEATSTRIP)
1 =9,500 WATTS
HVAC #2(9.5kw HEATSTRIP) =9,500 WATTS
1ST 10,000VA @ 100 %=10,000 WATTS EXISTING METER/SERVICE: =320 AMPS
REMAINING @ 40%=16,821 WATTS (*CONTRACTOR TO FIELD VERIFY & NOTIFY
ARCHITECT IF EXISTING SERVICE IS 200 AMPS OR
LESS)
TOTAL EXISTING SERVICE:=45,821 WATTS
/240V
TOTAL AMPS: =191 AMPS
*NOTE: CALCULATED LOADS ARE BASED ON
GENERAL EQUIPMENT LOAD REQUIREMENTS.
ELECTRICAL CONTRACTOR TO VERIFY & ADJUST
ALL LOADS, WIRE SIZE & BREAKER SIZE WITH
EQUIPMENT MANUFACTURERS SPECIFICATIONS
PRIOR TO INSTALLATION.
N N
1 I
nJ to
PROFILE ELEVATION
FFYPON BKT8X29X4
(MATCH EXIST. HOUSE TRIM COLDR)
ELECTRICAL NOTES:
*ELECTRICAL CONTRACTOR SHALL COMPLY WITH 2O14 N.E.C. AND ALL OTHER APPLICABLE CODES.
*ELECTRICAL CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS, RISER DIAGRAM, PANEL SCHEDULE & ELECTRICAL PLAN & NOTIFY THE G.C. OF ANY ERRORS
OR DISCREPENCIES PRIOR TO INSTALLATION.
*ELECRICAL CONTRACTOR IS TO SIZE BRANCH CIRCUITS. A MAXIMUM VOLTAGE DROP OF 3 PERCENT IS PERMITTED.
*ALL OUTLETS, SWITCHES/DIMMERS, AND LIGHT FIXTURE LOCATIONS TO BE VERIFIED BY OWNER ON WALK-THRU WITH ELECTRICAL CONTRACTOR.
*ALL DEVICES SHALL BE SMOOTH TYPE (WHITE) UNLESS OTHERWISE NOTED.
*ALL RECEPTACLES INSTALLED OUTDOORS, BATHROOMS, GARAGE, LAUNDRY, AND KITCHENS TO HAVE GROUND FAULT CIRCUIT INTERRUPTER.
BRANCH CIRCUITS THAT SUPPLY
*ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED PER NEC
210.12.*PROVIDE/INSTALL TAMPER -RESISTANT RECEPTACLES IN ALL AREAS AS SPECIFIED BY NEC 210.52.
*VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIP. MANUR SPECS.
*ALL ELEC. SWITCHES SHALL BE 48" A.F.F. AND ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED.
*ALL ELECTRICAL DEVICES LOCATED IN NON -CONDITIONED SPACE TO BE OUTDOOR "WEATHER RESISTANT" RATED. ALL ELECTRICAL FIXTURES LOCATED IN
NON -CONDITIONED SPACE SHALL BE MARKED "SUITABLE FOR WET LOCATION" OR "SUITABLE FOR DAMP LOCATION".
*ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS AT ALL EQUIPMENT (WATER HEATER, A/C UNITS, AND ANY OTHER EQUIPMENT AS REQUIRED BY N.E.C.
440.14.)
*A MINIMUM OF 75% OF LAMPS INSTALLED SHALL BE HIGH EFFICACY LAMPS.
ELECTRICAL LEGEND
110 VAC DUPLEX OUTLET
LIGHT SWITCH
LIGHT FIXTURE
110 VAC DUPLEX OUTLET
S 14
THREE/FOUR-WAY LIGHT SWITCH
(Recessed)
UNDER -COUNTER LIGHT
(1 /2-switched)
D
DIMMER SWITCH
uHU
110 VAC DUPLEX OUTLET'
o STEP LIGHT aD ROOD LIGHT
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(GFI-ground fault interrupt
Ins
DOOR SWITCH
OTION SENSOR)
®
(VUR=weather resistance rated)
FLOOR OUTLET
LIGHT FIXTURE
FLOURESCEl) FIXTURE
(owner to approve location)
(Ceiling -Mounted)
(WP = WeatheVroo fl
Refer to Manufacturer's
Specifications (Height/Voltage)
LIGHT FIXTURE
(Wall -Mounted)
C! CEILING FAN (w/light)
ELECTRICAL PANEL
LIGHT FIXTURE
(Pendant/Chandelier)
ELECTRICAL METER
EXH. FAN -K� EXH. FAN/LIGHT
GAS LINE DB DOOR BELL
®
CABLE/DATA RECEPTACLE
�n
GARAGE DOOR OPENER
s� SMOKE/CARBON DETECTOR
1 FRONT (NE) ELEVATION
A2 1/ t =1'-0°
10' 0" (TOP OF BEAM)
9 0' 0" (T.as.)
10- 0" (TOP OF BEAM)
., 0' 0" (T.D.S.)
2 SIDE
A2) 1/4"=1'-0"
ELEVATION
3 REAR (S ELEVATION 4 SIDE (SE) ELEVATION
A2 i/ r'=1'-0" A2 1/4"=1'-0„
J (.-- CENTOERO OOVER
# GRILL (LOW PROFILE
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FLOOR PLAN,
REVIEWED FOR
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ELECTRICAL
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ELEVATIONS
SCANNED Q PROJECT NO., HUNTER 1
�+�, BY z DRAWN BY, LV
si1wipromtv 0 DATE, 2.1.19
REVISIONS,
0 1/17/20 FIELD CHANGE
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SHEET NO.
A2
A% 1/4"=1'-0"
;Ign Envelope ID:451BE5FD-5482-404D-B442.6552725E7DC8
COPPER "EGG" 30"Wx20"1x48"D CAP W/
COPPER SCREEN (DIAMOND PATTERN) EACH
END (CHIMNEY KING #30B OR APPROVED EQ.
"VERIFY CHIMNEY/CHIMNEY CAP SIZE/
STYLE/FBYISH W/ OWNER)
VENT -FREE GAS FIREPLACE
1 BELOW. SEALED CHIMNEY CAP
W/ NO PENETRATION.
S" POURED SOLID TOP COURSE W/ (1) #5
BAR CONT.
8" CMU CHIMNEY W/ #5 VERT. BAR
POURED SOLID @ CORNERS &
MIDPOINT EACH SIDE
FLASHING PER
TILE ROOF MANUF.
SPECIFICATONS
12
SIMPSON HU212Z EACH TRUSS J
8"x8" LINTEL @ CHIMNEY OFFSET W/
(1) #5 BAR CONT.
TERMINITE CHIMNEY 2FT MIN.
ABOVE ROOF RIDGE — —
FLASHING PER
TILE ROOF MANUF.
SPECIFICATONS
3.5:12 CRICKET
CHIMNEY DETAIL
3/4"=1'-0"
CONC. TH.E ROOF (*MATCH EXISTING)
ON PEEL-N-STICK UNDERLAYMENT ON e"
CDX PLYWOOD SHEATHING.
ENGINEERED WOOD
ROOF TRUSSES @ 24" O.C.
W/ 51" TOP CHORD
SEE TRUSS CONNECTION SCHD.
FOR TIE -DOWN
CONT. DRIP FLASHING OVER -
P.T.1x2, OVER 2x8 SMOOTH
CEDAR FASCIA FIELD
VERIFY/MATCH EXISTING)
ot 10' 0" T,O,B, 6
a III
I
nl
2'-D"-
1
e" (train.) STUCCO SOFFIT (W/ z
CONTINUOUS VENT) OVER e" GALV.
RIB LATH ATTACHED W/ GALV. _
RINGSHANK NAILS OR SCREWS W/ A
HEAD DIAMETER NOT LESS THAN g"
W/ I L'" MIN. PENETRATION INTO
HORIZONTAL WOOD FRAMING
MEMBERS. (*MATCH HOUSE SOFFIT
STUCCO FINISH)
BEAM PER SCHEDULE
MATCH EXISTING HOUSE
STUCCO FINISH
12"x12" CMU W/ 4 #5 VERT. BARS
HOOKED TO FOOTING
STONE CAP (*TO BE
SELECTED BY OWNER)
� II II
STONE VENEER
D STONE
SOUTHERN LEDGES ONE IN FOG R I (I
COUNTRY LEDGESTONE IN ECHO
RIDGE OR APPROVED EQUIV.) *SCREEN o
TRACK TO BE RECESSED INTO STONE. `+
0' 0" T,U,S,
THICKENED SLAB EDGE 18" DEEP X 16"
WIDE W/ (2) #5 BARS CONT.
3" CLR, I
HGA10 EACH TRUSS
1x6 T&G CEILING
SIMPSON HU212Z EACH TRUSS
Ix6 T&G CEILING
REMOVABLE HARDIE-PANEL OR T&G FOR
(*VERWY W/ MANUF. SPECS & OWNER)
RETRACTABLE SCREEN -AS SELECTED/APPROVED BY
OWNER (INSTALL PER MANUF. SPECS)
4" THICK CONC. SLAB WITH 6x6
WWM (OR FIBERMESH) OVER 6
MIL VISQUEEN VAPOR BARRIER,
OVER CLEAN, COMPACTED,
TERMITE TREATED FILL.
4 TYP. WALL SECTION
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CONCRETE BEAM
CHEDULE
BEAM ID
SIZE
REINFORCING
STIRRUPS
TIE &
SPACING
TOP OF WALL
OR BEAM
NOTES
BOTTO
MIDDLE
TOP
B-1
8"x16"
8"x8"
(1) #5
(1)#5
-
-
(1) #5
10, 0"
VERIFY
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SHEATHING NAILING
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NAIJ SIZE EDGE FIELD
NOTES
SPACING SPACING
gI" CDX ROOF
ZON1',, 1, 2, & 3 (8d ROUND ZONE 1: 4" O.C. ZONE 1: 6" O.C.
SHEATHING
HEAD (RING SHANK) ZONE 2: 4" O.C. ZONE 2: 4" O.C.
ZONE 3: 3" O.C. ZONE 3: 3" O.C.
ROOF SHEATHING
8d ROUND HEAD (RING
4" O.C.
N/A
NAIL 2x FASCIA TO TRUSS
TO TOP OF FASCIA
SHANKq
ENDS W/ (2) 16d NAILS (MIN.)
32" CDX WALL
8d
4" O.C.
6" O.C.
SHEATHING
*NOTE: SHEATHING NAIL SPACING SHALL NEVER BE LESS THAN 3" O.C.
o =W
200F SHEATHING NAILING ZONES
"
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I)TH OF END ZONE(*SEE DATA AND DESIGN PRF?SSURES SCI IIEDUI.E SHEET
TRUSS CONNECTION SCHEDULE
TYPICAL CONNECTION
NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH SIMPSON HHETA20
UNLESS NOTED OTHERWISE. ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
(2) SIMPSON HTS20 UNLESS NOTED OTHERWISE ON LAYOUT.
TRUSS ID
SIMPSON
CONNECTOR ID
FASTENERS
MAX ALLOWED
UPLIFT
I NOTES
TRUSS TO C. BEAM
HETA20
PER MANUF. SPECS
1810
GIRDER TO CONC. BEAM
HETA20
PER MANUF, SPECS
1810 (EACH)
(2) EACH GIRDER END
NOTES:
-TRUSS DRAWINGS TO BE PROVIDED TO THE ARCHITECT BY THE TRUSS MANUFACTURER FOR REVIEW PRIOR TO
RELEASE OF FINAL SIGNED AND SEALED TRUSS DRAWINGS.
-TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS, & ALL TRUSS & HEADER ENGINEERING.
-TRUSS MANUFACTURER TO INDICATE UPLIFT REACTIONS @ TRUSS/GIRDER ENDS & PROVIDE HANGER
CALLOUTS FOR TRUSS TO GIRDER & GIRDER TO GIRDER CONNECTIONS. TRUSS MANUFACTURER TO NOTIFY THE
ARCHITECT IF ANY UPLIFT REACTIONS EXCEED THE SPECIFIED VALUES ABOVE.
-SIMPSON CONNECTORS SHALL BE ATTACHED PER MANUFACTURER STANDARDS. VERIFY WITH MANUFACTURER
PRIOR TO INSTALLATION,
-INSTALL MOISTURE BARRIER BETWEEN CONCRETE AND ALL NON PRESSURE -TREATED WOOD FRAMING.
-SUBSTITUTION OF ANCHORAGE HARDWARE W/ EQUAL OR GREATER VALUES IS PERMITTED WITH APPROVAL
FROM ARCHITECT. ARCHITECT ASSUMES NO RESPONSIBILITY FOR SUBSTITUTIONS WHICH DO NOT MEET THE
LOAD REQUIREMENTS,
CUT CONTROL JOINTS ( 'xl') AS SOON AS POSSIBLE
xSAWR TROWELING, FILL JOINTS W/ LIQUID SEALER.
AFTER
THICKENED SLAB
EDGE 18' DEEP X
36' WIDE W/ (4)
#5 BARS CONT.
COLUMN SYMBOLS:
u
8"x8" GROUT FILT-ED CELL
WITH 1 #5 VERTICAL BAR.
12"x12" CMU COLUMN
WITH 4 #5 VERTICAL
BARS.
WALL SYMBOLS:
FULL HT. WALL
40"H CMU WALL
INTERIOR WALL LOCATION
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(LI AV RS OVERVALA TO BE
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4' THICK CONC SLAB WITH
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,--e•
OVER CLEAN, COMPACTED,
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-
3 FOUNDATION PLAN N
A3 1/4N=1'-0'
PLUMBING LEGEND
VENT PIPING
P STU➢OR VENT (S.V.)
- ROOF VENT
C.O. CLEAN OUT
PLUMBING NOTES1
A. ALL WORK SHALL COMPLY WITH 2O17
FLORIDA PLUMBING CODE, 2017 FLORIDA
GAS CODE, AND ANY OTHER
APPLICABLE CODES.
B. PLUMBING PIPING & VALVES;
-COPPER TYPE 'K' PIPING AND FITTING
BELOW SLAB.
-COPPER TYPE 'L' PIPING AND
FITTINGS ABOVE SLAB.
-LEAD FREE SOLDERED JOINTS
-SCHEDULE 40 PVC SANITARY SEWER &
VENTS.
C. VENT TO REAR OF STRUCTURE
D. CONTRACTOR TO VERIFY ALL PIPE
SIZES/SPECS PER EQUIPMENT AND
APPLICABLE CODE,
E. CONNECTION TO EQUIPMENT SHALL BE
VERIFIED WITH MANUF.'S CERTIFIED
DRAWINGS.
F. BEFORE FABRICATION, VERIFY AND
COORDINATE ALL DIMENSIONS IN
FIELD.
G. ALL EQUIPMENT SHALL BE SUPPORTED
AS REQUIRED TO PROVIDE A VIBRATION
FREE, RIGID INSTALLATION,
H. PROVIDE WATER HAMMER ARRESTORS AT
EACH BRANCH LINE,
I. SEE FLOOR PLAN FOR HOSE BIB
LOCATIONS
2" SINK
TO SEPTIC W�DISP.
& DISH.
2" 2„ S.V.
LIFT STATION (LIBERTY
PUMPS 380 SERIES
OR APPR. EQ.)
POOL CABANA
5 PLUMBING RISER
A3 N T,S,
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CODE COMPLIANCE
ST. LUCIE COUNTY
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