HomeMy WebLinkAboutBuilding plansDocuSign Envelope ID: D3F6FE61-1A06-4937-89FF-4844B3B3C730
CL
FLOOR PLAN NOTES:
1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS.
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE.
FLOOR PLAN KEYNOTES:
1. PEAK OF 3/12 VAULTED CEILING
2. FAUX BEAMS @ BOTTOM OF VAULT
3. VH TRAY CLG
4. 22"x30" RO MIN ATTIC ACCESS
5. TYP PORCH COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC.
6. TYP PORCH BEAM- CAST CRETE 8F12-1 B/1T. 8' TOB.
7. 4' H UNREINF 8" CMU KNEEWALL
9'-11 1/2"
6 7
WALL LEGEND
ID
DESCRPTION
SPECS
THICKNESS
ON FLOOR
PLAN
REINFORCED CMU WALL
W/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
9"
REINFORCED CMU WALL
WO/ FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
8"
❑
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5"
722272=
LOAD BEARING 2x4 WALL
SEE BRG WALL DETAIL
4.5"
GENERAL SPECIFICATIONS:
1. ROOF: METAL OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN.
2. EXTERIOR WALL: STUCCO OVER 8x8x16 CMU W/ #5 VERT REBAR @ 48" OC W/ CONT CMU BOND BEAM TOP (2) COURSES
W/ #5 REBAR EA COURSE- 1/2" OR 5/8" GWB OVER R4.1 FOIL INSULATION OVER 3/4" FURRING STRIP. GARAGE WALLS TO
BE UNINSULATED & UNFINISHED.
3. INTERIOR NON LOADBEARING WALLS: 1/2" or 5/8" GWB OVER 3-5/8" 25 GA METAL STUD OR 2x4 @ 16" OC.
4. CEILING: 1/2" OR 5/8" GWB OVER WOOD PE TRUSS BOTTOM CHORD.
5. EXTERIOR SOFFIT: STUCCO & LATH PER GEN NOTE 34 OVER FRAMING W/ NO VENTS.
6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G PER GEN NOTE 34.
7. INSULATION: R20 SPRAYFOAM @ CONDITINED ROOF DECK, & ATTIC SEPARATING KNEE WALLS @ PORCHES & GARAGES.
R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG. PROVIDE ACCESS HATCH TO CONNECT ATTIC SPACES.
8. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
— — — — — — — — — — — —
— — — — — — — — — — — — —
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13' 6 1/2"
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`� 6'-9" 10'-8"
6'-5"
12'-4"
6'-3 1/2"
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7'4"
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— — — — — — — — — — — — —
— 5 — — —
— — — — —
— — — — — -----------
FLOOR PLAN— DIMENSIONED
PROJECT DESCRIPTION
NEW CONSTRUCTION OF A 1 STORY SF
RESIDENCE ON A VACANT LOT.
ZONING INFORMATION:
parcel id: 2203-122-0001-000-1
AG-5 (unincorporated St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
conditioned living area
2,126 sf
garage
808 sf
covered rear porch
587 sf
covered front porch
301 sf
total building area
3,822 sf
conditioned volume
17,008 cf
SLOPE AS PER ELEV
ROOF/ UNDERLAYMENT/ SHEATHING AS PER GENERAL SPECS
PE TRUSS AS PER FRAMING PLANS -
INSULATION AS PER GENERAL SPECS
SEE FRAMING PLANS OR
CONNECTOR SCHEDULE
METAL DRIP OVER PT WOOD DRIP OVER
2x6 CEDAR FASCIA TO TRUSS ENDS W/ 2'
(2) #16d NAIL, 4" TRUSS HEEL
EXTERIOR SOFFIT PER GENERAL SPECS
LINTELS PER DOOR/WINDOW/LINTEL SCHEDULE
WALL PER GENERAL SPECS
GENERAL SPECS: A-1
GENERAL NOTES: GN-1
WALL REINF AS PER GENERAL SPECS & GEN
NOTE 16.8. DOWELS PER GEN NOTE 17.2
FOOTING PER FOUNDATION PLAN &
FOOTING SCHEDLE- REINF PER
FOOTING SCHEDULE
E
GRADE AS PER SITE PLAN
TYP WALL SECTION
SCALE: 1/2"= V-0"
SHEET INDEX
A-1
floor plan
A-2
foundation plan
A-3
elect
A-4
elevs
GN-1
general notes
O, SEE BRG LEGEND
:l & ELEVATIONS
° CLG AS PER GENERAL SPECS & FLOOR PLAN
' MASONRY BOND BEAM & REINF AS
PER GENERAL SPECS
' INTERIOR MONO @ FIELD
° D p
D °
D
D
D °
I W
I INTERIOR MONO @ EDGE
D D
°
' OPTIONAL CJ/EJD °D °
�W��
° MONO CURB/ RECESS
D D D
D
' = L°
W
'
SOG/FILL/COMPCTION PER
Z FOUNDATON PLAN AND GEN NOTE 17
D
D
D D
LD D
ID
D1
PRESSURESACTUAL
34.1,-36.1
3-0
6-8
DOOR/ LINTEL SCHEDULE
CC LINTEL 8RF14-1B/1T
S. SWING W/ (2) 14" SL
D2
31.3,-35.5
9-0
7-0
CC LINTEL 8F16-1B/1T
OVERHEAD SECTIONAL
D3
30.11-33.5
16-0
7-0
CC LINTEL 8F16-1B/1T
OVERHEAD SECTIONAL
D4
34.1,-43.9
3-0
6-8
CC LINTEL 8RF14-1B/1T
S. SWING, GLAZED
D5
34.1,-36.1
12-0
6-8
1 CC LINTEL 8F16-1B/1T
3 PANEL SGD
D6
34.1,-36.1
2-8
6-8
ICC LINTEL 8RF14-1B/1T
S. SWING, GLAZED
SEE GEN NOTE 26. CC= CASTCRETE
WINDOW/ LINTEL SCHEDULE
NOTESACTUAL B.O.
ID PRESSURES W H LINTEL LINTEL TYPE
W1 35.7,-47.7 5-2 5-2 6-8 CC LINTEL 8F16-1B/1T H. SLIDER EGRESS
W2
35.7,-47.7
5-2
5-2
6-8
CC LINTEL 8F16-1B/1T
H. SLIDER
W3
35.71-47.7
3-0
5-2
6-8
CC LINTEL 8F16-1B/1T
FIXED
W4
35.7,-47.7
3-0
5-2
6-8
CC LINTEL 8F16-1B/1T
FIXED
W5
35.7,-47.7
5-2
1-4
6-8
CC LINTEL 8F16-1B/1T
FIXED
TEMP
W6
35.7,-47.7
2-4
5-2
6-8
CC LINTEL 8F16-1B/1T
CASEMENT
W7
35.7,-47.7
2-4
5-2
6-8
CC LINTEL 8F16-1B/1T
CASEMENT
W8
35.7,-47.7
6-0
5-2
6-8
CC LINTEL 8F16-1B/1T
H. SLIDER
W9
35.7,-47.7
5-2
5-2
168
CC LINTEL 8F16-1B/1T
H. SLIDER
W10
35.7,-47.7
5-2
5-2
6-8
CC LINTEL 8F16-1B/1T
H. SLIDER
EGRESS
SEE GEN NOTE 26. CC= CASTCRETE
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floor plan
7/ 13/20
SHEET
A-1
DocuSigned by:
�V'adn,�
E935FAF30E92486...
7/13/2020
rOF FAO
- �1�6
e.-PNGkS P. L/, Q<&
AR97108
SCALE: 1/4"= 1'-0"
DocuSign Envelope ID: D3F6FE61-1A06-4937-89FF-4844B3B3C730
FOOTING SCHEDULE
••
TYPE
SIZE (WxLxH)
HEIGHT
REINFORCEMENTID •
F1
SOG, MONO, EDGE
18"xCONTx18"
0'-0"
(2) #5 CONT BOT
F2
SOG, MONO, EDGE
18"xCONTx18"
44"
(2) #5 CONT BOT W/ CURB
F3
SOG, MONO, EDGE
18"xCONTx18"
44'
(2) #5 CONT BOT/TOP
F4
SOG, MONO, INTERIOR
24"xCONTx18"
0'-0"
(2) #5 CONT BOT
FOUNDATION NOTES:
-SEE GEN NOTES 17.2 FOR DOWEL LOCATIONS. FILLED WALL CELLS ARE MARKED
ON PLAN FOR CLARIFICATION.
-SEE FLOOR PLAN FOR DIMENSIONS
FOUNDATION KEYNOTES:
1. TYP FILLED CELL
CONNECTION (CXN) SCHEDULE
TRUSS ACTUAL ACTUAL
CONNECTED ELEMENTS
REACTIONCONNECTOR
All truss to bond beam
locations uno
truss CO-1
All truss to wood brg wall
locations uno
truss CO-6
valley truss to ea supporting
truss
I truss I I CO-4
A02
I M truss CO-5
1. Connector ID references the connector (CO) schedule.
2. All loads are checked by architect, loads left blank were checked but are not required to be listed.
3. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher.
4. If 'connected elements' contains 'truss', reference loads in truss package. If no reaction points specified use
connector for all nesessary points.
V.7
24'-8" 10'-11 1 /2" 10'-11 1 /2" 10'-11 1 /2" 1 V-5 1 /2"
64" 1, 6-9 1 /2" 9'-11 1 /2"
aD
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
SWR RECESS
FFE: -0'-4"
n
9'-3 1 /2"
I
12'-4" I
5'-7 1 /4" 6-8 3/4"
4" SOG
N AFF: -0'-4"
I
I I I
6 3/4"
C� I a
I I I
v 32'
13'-61/2"
I $
I
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— I L
— ——
F1 TYP LINO N
7
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°P
I I `
I I N I
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I I
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I I I
n
SOG
F2
FFE: 0%0"
I
I I
I I I
N SWR RECESS
FFE: -0'-4"
4" SOG
AFF: -0'-4"
I N
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
°�
I I
9'-11" 8'-11" T-3"
I II II
I I I I
4" SOG
AFF: -0'-4"
I
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L
4'-8"
15-4"
4'-8"
24'-8"
64" 6"
10'-5 1 /4" 10'-5 1 /4" 10'-5 1 /4" 6"
6'-8"
CONNECTOR
(CO) SCHEDULE
ALLOWACTUAL ACTUAL
•
CONNECTED ELEMENTS UPLIFT GRAVITY UPLIFT
GRAVITY
CITY
MFR MODEL
CO-1 1810
1
Simpson HETA 20 To truss w/ (9) 10d x 1.5"
CO-2
2035
2
Simpson
HETA 20
To single ply truss w/ (10) 10d x 1.5"
CO-3
2500
2
Simpson
HETA 20
To multi ply truss w/ (12) 16d
To conc w/ (4) .25" x 2.25" tapcon. To truss w/ HSTM
CO-41
missed or misplaced co-1
11175
1
Simpson
IHTSM20
20.
To conc w/ (4) .25" x 2.25" tapcon. To truss w/ HSTM
CO-5
missed or misplaced co-1
2350
2
Simpson
HTSM20
20.
To valley truss be w/ (3) 10d x 1.5". To supporting
CO-4
370
1
Simpson
VTCR
truss tc w/ (4) 10d.
2-ply (22) 10d nails w/ 5/8" TR epoxied 12" into bond
CO-5
1 3965
1
Simpson
MGT
beam
CO-6
1 890
1
Simpson
TSP
To truss w/ (9) 10d x 1.5". To TP w/ (6) 10d.
. Refer to connection CXN schedule for connector locations.
'QTY' referes to the number of connectors used per per ea connection (connected elements). If qty left blank, refer to drawings.
[2.
LINTEL AS PER WINDOW/DOOR
D SCHEDULE
D D
_ DOOR & WINDOW BUCK AS
PER GEN NOTE 26.2
FLASHING AND SEALING AS
PER GEN NOTE 26.7
WINDOW FRAME W/ FLANGE,
ATTACH TO MASONRY/GONG AS
PER MFR SPECS
HiWind MASONRY SILL BY CASTCRETE
EXT D D INT
D
D °
TYP OPENING BUCK DETAIL
SCALE: 1 "= V-0"
CAST-CRETE LINTEL DIAGRAM
F = FILLED WITH GROUT / U = UNFILLED
1 QUANTITY OF #5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY FOR
GRAVITY LOAD
U16-1 BM T
I
NOMINAL WIDTH QUANTITY OF #5 FIELD
ADDED REBAR AT TOP OF
NOMINAL HEIGHT COMPOSITE U-LINTEL FOR
UPLIFT LOAD
#5 FIELD ADDED REBAR AT
TOPCOMPOSITE
U - LININ LINTELMIN. (1) REQ'D
° � 1-1/2' CLEAR
e
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FIELD PLACED C.M.U.
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N z
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#5 FIELD ADDED REBAR AT
•
BOTTOM OF U-LINTEL CAVITY
BOTTOM REINFORCING
7-5/8" ACTUAL
PROVIDED IN U-LINTEL
8" NOMINAL WIDTH
(SEE REINFORCING SCHEDULE)
TYP STUD TO TP/BP W/ S. SPH4
r TP TO LINTEL W/ S. SPH4 @ 16" OC
LINTEL
KING STUD TO TP/BP W/ S. SPH4
NON BRG CRIPPLE FRAMING AS NEEDED.
JACK STUD TO BP W/ S. SPH4,
TO LINTEL W/ S. MSTA18,
(2) JACK STUDS FOR LINTEL SPANS>_ 6
BP TO FTG W/ 1/2"x6" WEDGE BOLT W/
1/8x2" WASHER @ 32" OC/ 8" FROM
END/KING STUD. SUBSTITUTE S. TITEN
HD 1/2"x6" OR 1/2"x6" J BOLT.
BRG WALL DETAIL NOTES:
1. TYP DETAIL LINO
4. ALL CONNECTORS ARE SIMPSON (S.) LINO
6. FRAMING TO BE 2x4 @ 16" OC UNO
8. END STUDS FASTENED TO CMU W/ 1/4" x 2.75" TAPCON @ 32" OC/8" ENDS
9. 2x4 HORIZ BLOCKING @ 4' OC
TYP INT BRG WALL
SCALE: NTS
2x4 X BRACING @ 48" OC W/ (2) 12D EA END & TRUSS VERT
2x4 BLOCKING @ 48" OC
24" OUTLOOKERS @ 24" OC, ATTACH TO DROP
TRUSS W/ S. H2A, (2) 12D NAIL END TO TC
MATCH TYP SOFFIT FASCIA UNO
STUCCO OVER WRB OVER 1/2" CDX PLY
GABLE END TRUSS BY MFR
2x4'L' STIFFENER AS REQ BR MFR.
ATTACH TO END TRUSS VERTS W/ 1 OD @
6" OC LINO.
TRUSS VERT TO END WALL W/ S. HETA20 OR
HGAM10 @ 32" OC FOR MASONRY/CONC. FOR
FRAME WALL USE S. HGA10 @ 24" OC.
CONT 2x4 LATERAL BRACING @ 48" OC, ATTACH
TO EA TRUSS BC (INCLUDING END) W/ (2) 12D. END WALL
ATTACH TO END TRUSS BC W/ S. H2.5
11 8'
GABLE END WALL BRACING DETAIL
SCALE: NTS
HORIZ BOND BEAM STEEL
CONT BAR TO MATCH HORIZOR CORNER
COURSEISTEEL QTY/SIZE
ER SPECS,
USE BEAM • - • BLOCK- •iiiiiiiiiiiiii
0011
..............
..............
HORIZ BOND BEAM STEEL
SECTION
D D • D
= D D
D ID D
ELEVATION CHANGE- ELEVATION VIEW
CORNER BAR W/ 25" LAP MIN
TO MATCH HORIZ SIZE, QTY
DID D
HORIZ STEEL _
D
D
INTERSECTION- PLAN VIEW CORNER- PLAN VIEW
BOND BEAM/ LINTEL CONTINUITY DETAILS
SCALE:NTS
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foundation plan
7/ 13/20
SHEET
A-2
DocuSigned by:
�V'Adn,�
E935FAF30E92486...
7/13/2020
OF FAO
0S, P. L/, Q<&
• : 44. — * —
AR97108
FLOOR PLAN- DIMENSIONED
SCALE: 1/4"= V-0"
DocuSign Envelope ID: D3F6FE61-1A06-4937-89FF-4844B3B3C730
PRODUCT
GLASS
APPROVAL AFFIDAVIT
ITEM TYPE II)i BUILDING DP2 PRODUCTDP
TYPEs
MFR MODEL APPROVAL# FASTNERS6
DOOR OVERHEAD ALL 36,42
N/A
Clopay any FL 16546.4
DOOR
GLASS SWING
ALL
55,-55
IMPACT
Therma Tru
any
FL 20468.11
DOOR
SOLID SWING
ALL
50,-55
N/A
Therma Tru
any
FL 12334.11
DOOR
SGD
ALL
92,-92
IMPACT
PGT
5570
NOA 17-0420.06
WINDOW
FIXED
ALL
50,-50
IMPACT
PGT
PW-5520
NOA 19-1126.10
WINDOW
H. SLIDER
ALL
50,-50
IMPACT
PGT
HR-5510
NOA 17-0411.08
WINDOW
CASEMENT
ALL
65,-70
N/A
PGT
CA-5540
NOA 17-0614.16
-31.3 field, -
-117.7 field, -
screw @ 12" oc trans, 16" oc
ROOFING
METAL
ALL
81.3 edge
117.5 edge
N/A
Dynamic Metals
l5v crimp
IFL 27499.17
1 longitudial/ 4" end
1. 'ID' as per door & window schedule, or all meaning worst case of all similar items of that type.
2. If building dp are left blank- see door & window schedule or design pressure chart.
3. This affidavit is only to verify product's compliance with wind loads.
4. Unless products are specifically submitted for verification by contractor, they are assumed.
5. If glass type is not specified more than 'impact', may use any of the impact glass type in the install instructions to achieve the stated building design pressures.
6. If fasteners is left blank, may use any of the specified attachment methods in the install instruction matching structure provided to achieve the stated building design pressures.
7. 1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.
DWV PLUMBING PLAN
SCALE: 1/8"= V-0"
CO
ELECT PLAN NOTES:
1. SEE GENERAL NOTES 27 ON N-1.
2. GFI PER PLAN & GEN NOTE 27.4. INCLUDING ALL RECEPTACLES IN LAUNDRY ROOM, WASHER,
DISHWASHER, GARAGE DOOR OPENER.
3. PROVIDE DISCONNECTS FOR WATER HEATER, CU, AHU
4. ALL 120 VOLT BRANCH CIRCUITS SUPPLYING RECEPTACLES INSTALLED IN FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED
ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF
THE BRANCH CIRCUIT (NEC 210.12(B)).
LA1 L1
L11 w00 L13 L11
ELECT PLAN
SCALE: 3/16"= V-0"
ELECT PLAN LEGEND
E1 120V DUPLEX RECEPTACLE
E2 120V GFCI DUPLEX RECEPTACLE
E3 120V RECEPTACLE recessed for tv
E4 120V GFCI DUPLEX RECEPTACLE- soffit
E5 120V GFCI DUPLEX RECEPTACLE w/ water protected box
E6 240V RECEPTACLE- gene backfeed w/ panel lockout
E7 120V RECEPTACLE- floor
E8 PANEL FOR RV: 120V- 20A GFI, 240V- 30A & 50A
E- ELECTRIC FOR LABLED APPLIANCE
L1 RECESSED CAN LIGHT
L2 FLUSH MOUNT CLG LIGHT
L3 FLUSH LED STRIP LIGHT
L4 VANITY WALL LIGHT
L5 SHOP LIGHT
L6 CHANDELIER LIGHT
L7 PENDANT LIGHT
L8 UNDER CABINET LIGHT
L9 EXTERIOR WALL SCONCE
L10 WALL MOUNT READING LIGHT
L11 EXTERIOR MOTION DETECTOR LIGHT
L12 RECESSED CAN LIGHT- wet location
L13 RECESSED CAN LIGHT- exterior soffit
S LIGHT SWITCH
EX EXHAUST FAN- vent to roof if vented soffit, soffit if unvented
EXL EXHAUST FAN WITH LIGHT- vent to roof if vented soffit, soffit if unvented
FL FAN/ LIGHT COMBO
FA FAN W/O LIGHT
JB JUNCTION BOX
SD SMOKE/CO2 DETECTOR- interconnected, hardwired w/battery
TV TELEVISION CABLE
L11
E4
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Electric Load Calculation
220.12 General Lighting Load
3 va/fe of floor area, including unused space adaptable for future use.
Floor Area = 2126 ftZ 6,378 va
Basement Floor Area = ft2 va
220.52(A) Small Appliance Load
1500 va for each 20 amp branch circuit required per 210.1(C)(1) in EACH kitchen,
pantry, breakfast room, dining room, or similar areas.
# of Small Appliance Branch Circuits =0' 1500 va = 3,000 va
220.52(B) Laundry Load
# of Laundry Branch Circuits =0. 1500 va = 1,500 va
NEW METER Total General Lighting & Appliance Load= 10,878 va
220.42 Lighting Load Feeder Demand Factors
Q 07
O First 3000orlessatioa% 3,va
m O From ooi to 120,000 at 35% 2,757 757 va
Remainder over 120,000 at 25% va
Q Q Q Q Total Lighting Demand Load= 5,757 va
o0 220.54 Electric Clothes Dryers
GEC TO CWP, UFER, OtyElectric Dryer #1 5 00 kw 5,000 w
INTERSYSTEM Qtro Electric D er#2 kw w
220.55 Electric Cooking -Ranges, Stove Tops and Wall Ovens
Qtyj 11 Electric Range Nameplate 11.00 kw
NEW Qty o - kw
UNDERGROUND Qtyj 01 1 kw
SERVICE L WIRE SIZE BY ELECTRICAL Electric Cooking Demand Load= 8,000 w
CONTRACTOR 220.51 Fixed Electric Space Heating Loads or Air Conditioning Load:
Fixed Electric Space Heat #1 10.0 kw AC#1/Geo 16 SEER 4 Ton 5.1 kva
Fixed Electric Space Heat #2 - kw AC#2/Geo kva
Fixed Electric Space Heat #3 kw AC#3/Geo kva
6' MIN. Fixed Electric Space Heat #4 kw AC#4/Geo kva
Fixed Electric Space Heat #5 kw AC#5/Geo kva
Total Heat & AC Load = 15,078 va
ELECTRICAL RISER DIAGRAM
SCALE: N.T.S.
220.14 Appliance load --Dwelling Units
0tv Description valwattsl
1
Water Heater
300
1
Dishwasher
1,200
1
Refrigerator
1,440
1
Microwave
1,580
0
0
o
-
220.53 Appliance load --Dwelling Units
220.50 Motor Loads @ 120 Volts
Qty Description va(watts)
0
0
0
0
0
0
o -
Total Connected Appliance Load = 4,520 va
Total Appliance Demand Load = 3,390 va
Qty Description va(watts) Qty Description va(watts)
1
3/4hpPool/Spa Pump
563
1
1/2hpGarbage Disposa
375
21/2hpGar/DoorOpener
375
0
0
0
0
0
Total Motor Load =
1,688 va
430.24 Several Motors or a Motor(s) and Other Load(s) 25 % of Largest Motor Load =
141 va
Total Motor Demand Load =
1,829 va
TOTAL CALCULATED DEMAND LOAD in Volt-amperes =
39,054 va
TOTAL CALCULATED DEMAND LOAD in AMPS @120/240V 1ph3W =
163 amps
EXISTING SERVICE SIZE
NEW
AMPS
MINIMUM SERVICE SIZE
1 200
JAMPS /ICE SIZE REQUESTED =
200 amps
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Note: Electrical contractor to verify accuracy and completeness of load calculation. HVAC specs are esitimates only.
DocuSign Envelope ID: D3F6FE61-1A06-4937-89FF-4844B3B3C730
LEFT ELEVATION
SCALE: 3/16"= 1'-0"
FRONT ELEVATION
SCALE: 3/16"= 1'-0"
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SCALE: 3/16"= 1'-0"
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REAR ELEVATION
SCALE: 3/16"= 1'-0"