HomeMy WebLinkAboutSkopelja, Bill & Lauren Corrected for Bldg DptCODE: FBC 2020, 7th Edition
PROJECT ADDRESS: ST. LUCIE COUNTY, FL
PROJECT NAME: BILL & LAUREN SKOPELJA
ARCHITECH/ENGINEER:
TYPE OF CONST.: CBS_____ FRAME______METAL________
BLDG. DESIGN: ENCLOSED___ PARTIALLY ENCLOSED___ OPEN ___
WIND SPEED (Ulitimate Mile): 140 ______ 150 _____ 160______170________
EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: 0.18
IMPORTANCE FACTOR: 1.0
MEAN BLDG. HEIGHT: < 30 FT.
OVERHANG: 2 FT. ROOF PITCH: 5 /12
ROOF D.L. SHINGLES ______ TILE ______ METAL______ L.L.
= 20FLOOR L.L. 40 psf DL ______
psfWINDOW/DOOR DESIGN PRESSURES ON ELEVATION YES __ NO ___
COMPONENETS and CLADDING WIND PRESSURES ______
SHUTTERS: YES _____ NO
______IMPACT RESISTANT ASSEMBLY: YES ______ NO ______
Ed Shinskie P.E., FL Reg No.47515
SQUARE FOOTAGE CALCSQUARE FOOTAGE CALC
LIVING
TOTAL
2747 SF
2906 SF
X
X
X
X
X
N/A
N/AX
X
PORCH 159 SF
1/2" ALL THREAD
(TYP)
PAN & DRAIN
AIR
HANDLING
UNIT
R E T U R N
D U C TSUPPLY
D U C T
ROOF TRUSS
1/8 x 1 1/2"
METAL
UNISTRUT (Typ)
1/8 x 1 1/2" METAL UNISTRUT (Typ)
VIBRATION
ISOLATOR PADS
AIR HANDLER INSTALLATION IN ATTIC DETAIL 1/2" = 1'-0"
PROVIDE ATTIC ACCESS Min. Size: 20 1/2" x 30"
PROVIDE 30"x30" PLATFORM AT SERVICE PANEL OF UNIT;
PROVIDE MIN. 24" WALK WAY FROM ATTIC ACCESS TO PLATFORM.
P.E. NO: 47515
ENGINEER: EDWARD F. SHINSKIE
4707 WILD TURKEY ROAD
MIMS, FLORIDA 32754
SIGNATURE:
This item has been electronically signed and sealed by
Edward F. Shinskie, PE on the Date and/or
Time stamp shown using a digital signature.
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copy.9'-6"3'16'-2"8'2'8'11'-4"8'5'-8"7'-4"7'3'-2"6'-4"3'-2"4'-8"3'-2"4'6'4'3'-2"6'3'-2"7'-8"3'-2"7'19'4'-4"15'71'-8"18'39'-3 3/4"3'-8"7'-11 1/2"16'-3 1/4"7'-5"2'9'-9 1/2"15'-7 5/8"15'-11 1/8"8'11'3'-6"14'-1 1/2"9'-11 3/4"3'-7"5'3'14'
12'-4"24'-0 1/4"
12'-1 1/2"3'-3"20'-7 1/4"5'5'-6"12'
7'8'-10 3/4"7'-5"2'9'-9"14'-1 1/2"3'-6"2'4'8'-9"3'-10 1/4"2'3'-3"8'8'-8 7/16"4'-5 3/8"4'-6 5/8"8'-8 3/8"12'-10 7/8"15'43'-10"12'-10"A/C AIRHANDLER INATTICSUB-PANEL FORWELL/WATERTREATMENTSUB-PANEL FORFUTURE BARNGASTANKALL CEILINGS ARE FLAT @ 97" AFF, EXCEPT AS NOTED.Ceiling is Flat @ 121" AFF.Ceiling is Flat @ 121" AFF.Ceiling is Flat @ 121" AFF.Ceiling is Flat @ 121" AFF.Ceiling is Flat @ 121" AFF.ELECTRICPANELELECTRICMETERA/CCOMPRESSORDININGTABLETyp. Posts: 6x6 RS CedarTyp. Beams: 4x12 RS CedarPorch Ceiling: 1x6 #2 SY Pine Decking over 2x6 #2 SY PineRafters @ 24" o.c. (exposed, anchor each end w/Simpson H10)15' 0" Top of Beam @ 97" AFF43' 10" Top of Beam @ 121" AFF12' 10" Top of Beam @ 97" AFFFloor recepticle location to be fieldverified before slab pour.VTOVTOVTODRYERVTOWASHERATTICACCESSN
301'-11 3/16"166'-9 7/16"50'60'20'20'30'
50'
127'-3 1/8"104'-4 7/8"
PROPERTY LINE
MINIMUM SETBACK
PROPERTY LINEPROPERTY LINE PROPERTY LINEMINIMUM SETBACKMINIMUM SETBACKMINIMUM SETBACKR/W SOUTHWIND TRAIL (60' R/W) Dirt RoadwayR/W SOUTHWIND TRAIL (60' R/W) Dirt RoadwayLEGAL:
PARCEL ID 1418-241-00XX-XXX-X
1.156 ACRES
A V A I L A B L E F O R S E P T I C S Y S T E M
W E L L L O C A T I O N
M E T A L S T O R A G E B U I L D I N G PARCEL INFO:
PARCEL ID: 1418-241-0035-000-1
1.156 ACRES
A V A I L A B L E F O R F U T U R E P O O L
- All pre-cast lintels to have min. 4" bearing.
- Glazing at exterior doors, shower, bathtub and similar
locations will be of an approved safety glass.
- See final engineered truss drawings for uplift loads
and Truss Connectors.
- Floor LL = 40 p.s.f.
- Roof: DL & LL = 20 psf bottom cord; DL&LL = 27 psf top cord
-Footings shall be as indicated on drawings.
- Reinforcement of laps in footings shall be 30". Corner bars are
required at all outside corners.
- Reinforcing steel shall be min. grade 60. Reinforcement shall be
placed in accordance with AISC, CRSI, & ASTM 615.
- Compacted soils shall be tested to a minimum of 95% of Modified
Proctor in accordance with ASTM D 1557 and compacted and
tested in lifts not to exceed 12 inches.
- Soil bearing capacity for this project is 2500 psf.
- All concrete to be min. of f'c = 3000 p.s.i. at 28 days.
GENERAL NOTES (if applicable):
- This plan has been designed according to Florida Building Code 2020, 7th Edition.
-Poison soil against termites beneath Slab prior to concrete pour.
- Design wind speed is 150 MPH. (St. Lucie County)
- HURRICANES SHUTTERS: All Windows shall be protected with Removable
Impact Resistant Panels fastened with manufacturers approved fasteners embedded
into concrete tie beam (top), filled concrete cell (sides) and precast concrete sill
(bottom); OR
Impact Resistant Glass. (see below)
- Garage Common Door shall be 1/2 Hour Fire Rated 1 3/4"
Wood door equipped with self closer.
- Garage Common Wall shall be minimum 1/2" Sheetrock or
Wire Lathe & Plaster.
- All Components & Cladding will be installed according to the
Manufacturer's NOA as submitted with permit application.
- All Windows and Doors will be Flashed with Protecto LWM200
Liquid Waterproofing Membrane
SHEET:
SCALE:DESIGN PROVIDED BY:DESCRIPTIONDATE:BYDATENO.AA--11
9/16/2021G.M. WORLEY, INC. HEREBY EXPRESSLY RESERVES THEIR COMMON LAW SOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGEDOR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT THE EXPRESSED, WRITTEN CONSENT OF G.M. WORLEY, INC AND MAY NOT BE ASSIGNED TO ANY THIRD PARTY.PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE FORBILL & LAUREN SKOPELJABILL & LAUREN SKOPELJAPARCEL ID #1418-241-0035-000-1,ST. LUCIE COUNTY, FL.AS NOTED
F
SITE PLAN 1" = 15'-0"
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
U332490W2436LW3036 W2436LW2736
W3636BCW3636LBCW2436L W4836 W3614
2868
#25 SH#25 SH (Egr)#34 SH286830682868 (Access)906811068
#25 SH#25 SH (Egr)#26 SH
6080 Fbgls Insul French (Access)
#26 SH
5068 5068
28682068 24682868 2868
2880 Barn Door
3068 Fbgls Insul
8080 Sliding Glass Door 8080 Sliding Glass Door 8068 Sliding Glass Door (Egr)28909'-6"3'16'-2"8'2'8'11'-4"8'5'-8"
7'-4"
7'3'-2"6'-4"3'-2"4'-8"3'-2"4'6'4'3'-2"6'3'-2"7'-8"3'-2"7'19'4'-4"15'71'-8"38'-4"6'21'-4"26'-5"23'-11"
18'39'-3 3/4"3'-8"7'-11 1/2"16'-3 1/4"7'-5"2'9'-9 1/2"15'-7 5/8"15'-11 1/8"8'11'3'-6"14'-1 1/2"9'-11 3/4"3'-7"5'3'14'12'-4"24'-0 1/4"12'-1 1/2"3'-3"20'-7 1/4"5'
5'-6"12'7'8'-10 3/4"7'-5"2'9'-9"14'-1 1/2"3'-6"2'4'8'-9"3'-10 1/4"2'3'-3"8'
8'-8 7/16"4'-5 3/8"4'-6 5/8"8'-8 3/8"
12'-10 7/8"
15'43'-10"12'-10"
2747 SQ FT
GREAT ROOM/KITCHEN MASTER BDRM
WIC
BATH MASTER BATH
LAUNDRY
OFFICE
BEDROOM
BABY A/C AIRHANDLER INATTICPORCH
ENTRY
LIVING AREASUB-PANEL FORWELL/WATERTREATMENTSUB-PANEL FORFUTURE BARNGAS
TANK
TILE SHOWER
PANTRY
HALLHALL
CLOSET
CLOSET
CLOSET
ALL CEILINGS ARE FLAT @ 97" AFF, EXCEPT AS NOTED.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
ELECTRIC
PANEL
ELECTRIC
METER
A/C
C
O
M
P
R
E
S
S
O
R
DINING
TABLE
Typ. Posts: 6x6 RS CedarTyp. Beams: 4x12 RS Cedar
Porch Ceiling: 1x6 #2 SY Pine Decking over 2x6 #2 SY Pine
Rafters @ 24" o.c. (exposed, anchor each end w/Simpson H10)
15' 0" Top of Beam @ 97" AFF43' 10" Top of Beam @ 121" AFF12' 10" Top of Beam @ 97" AFF
Floor recepticle location to be field
verified before slab pour.
VTO
VTO
VTO
DRYER
VTO
WASHE
R
ATTICACCESS#25 SH
#25 SH (Egr)#25 SH
#25 SH (Egr)#26 SH
6080 Fbgls Insul French (Access)
#26 SH
5 : 12 5 : 12
5 : 12
1 : 12
3246DH 2'-1 1/16"8'-8 1/8"8'-1"8'-1"4"8'6'-8"8'-5 7/16"10'-1"4"HARDI-PLANKwith BATTENS
HARDI-PLANKwith BATTENS
#25 SH
#25 SH (Egr)#25 SH
#25 SH (Egr)#26 SH
6080 Fbgls Insul French (Access)
#26 SH
5 : 12 5 : 12
5 : 12
1 : 12
3246DH
P.E. NO: 47515
ENGINEER: EDWARD F. SHINSKIE
4707 WILD TURKEY ROAD
MIMS, FLORIDA 32754
SIGNATURE:
This item has been electronically signed and sealed by
Edward F. Shinskie, PE on the Date and/or
Time stamp shown using a digital signature.
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copy.
26 Ga. "GALV/ALUM" METAL ROOFING FASTENED as
per Manufacturer's NOA;
PEEL-N-STIK;
19/32" CDX ROOF SHEATHING WITH LONG DIMN.
PERPEN. TO FRMG. & STAGGERED END JOINTS.
NAILING: USE 8d RING SHANK NAILS @ 4" O.C.
PERIPHERY SHTS., ALL OTHER SHTS. 6" O.C. ON
EDGE & 6" O.C. IN FIELD.
12" MIN.
FINISH GRADE
SLOPE
2 COURSES LINTEL BLOCK REINF. W/ 1 #5 EACH
COURSE (25" LAP) & ENGIN. PRECAST LINTELS AT
OPNG'S. (SEE SCHEDULE SHT. 3).
8" CMU - FILLED CELLS, AS
INDICATED, MAXIMUM 64" O.C.,
DOWELLED INTO FTG. & REINF.
WITH 1 #5 REBAR (25" LAP).
WOOD BASE
4" CONC. SLAB REINF. W/ WWM,
6X6, 10.10
CLEAN, COMPACTED SOIL
POISON AGAINST TERMITES.
6 mil. VAPOR
BARRIER LAP 6" &
SEAL JOINTS.
16" w x 20"d CONC. FTG.
MONOLITHIC POUR (3000 PSI)
REINF. W/ 2 #5 REBAR,
OUTMOST ROD CONTIN. AROUND
CORNERS (30" LAP EACH WAY). see
Foundation Plan for size.
#5 REBAR DOWEL INTO FTR.
(25" LAP) MIN. 6" W/ STD. 90 d
HOOK PROVIDE INSPECTION
KNOWCKOUT 1ST CRS.
Painted 5/8" Stucco
1x12 RS Cedar Frieze Board
2X4 RS Cedar FASCIA;
GALV/ALUM DRIP;
EXPOSED RAFTER
TAILS
12
ENGINEERED PREFABRICATED WOOD
ROOF TRUSSES TPI DESIGN SPECS.
5/8" SHEETROCK
R-30 INSULATION
TYPICAL GARAGE WALL SECTION 1/2" = 1'-0"
TRUSS ANCHOR: SIMPSON HETA20
6" MIN.
2 x 6
5
CEILING HGT: Varies per Room -
10'1" or 8'1" (See note on Floor Plan)
1/2" SHEETROCK over
RIGID INSULATION BOARD over
3/4" PT FURRING @ 16" o.c.
OPTION: Fill Block Cells with Foam
Insulation in leau of Rigid Board
4'
4'
4'
4'
5'
5'
1 22
2
1
2
2
2
1
3 3
1111
2
1
HI
P
GABLE
END
ROOF SHEATHING NAILING ZONES
1.) 8d RING SHANK 0.113 @ 4" O.C. EDGES & 6" O.C. IN FIELD
MEAN ROOF HEIGHT < 30 Ft.VALLEYVALLEY2.) 8d RING SHANK 0.113 @ 3" O.C. EDGES & 3" O.C. IN FIELD
3.) 8d RING SHANK 0.113 @ 6" O.C. EDGES & 6" O.C. IN FIELD
3
3
2
2
NOTE: ALL VALLEY MEMBERS SHALL BE
FASTENED TO FRAMING MEMBER BELOW WITH
SIMPSON 24" FLAT STRAPS AT EACH END.
C&C V and WALL WIND PRESSURES
160 C RISK CAT II H<15'
ZONE 4 INTERIOR
F) 20 SF = 31.9/-41.8
ZONE 5 EXTERIOR
A) 10 SF = 33.5/-36.3 E) 10 SF = 33.5/-44.8
B) 20 SF = 31.9/-34.8
C) 50 SF = 30.0/-32.8 G) 50 SF = 30.0/-37.7
9'x7' = 53.7/-33.3
GARAGE DOOR MIN 2' FROM CORNERS
H) 100 SF = 28.4/-34.8
16'x7' = 28.2/-31.5
C&C V and WALL WIND PRESSURES
150 C RISK CAT II H<15'
ZONE 4 INTERIOR ZONE 5 EXTERIOR
A) 10 SF = 29.4/-31.9
B) 20 SF = 28.1/-30.5
C) 50 SF = 26.3/-28.8
GARAGE DOOR MIN 2' FROM CORNERS
9'x7' = 25.8/-29.2 16'x7' = 24.7/-27.5
E) 10 SF = 29.4/-39.4
F) 20 SF = 28.8/-36.7
G) 50 SF = 26.3/-33.2
H) 100 SF = 25.0/-30.5D) 100 SF = 25.0/-27.4
SHEET:
SCALE:DESIGN PROVIDED BY:DESCRIPTIONDATE:BYDATENO.AA--22
9/16/2021G.M. WORLEY, INC. HEREBY EXPRESSLY RESERVES THEIR COMMON LAW SOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGEDOR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT THE EXPRESSED, WRITTEN CONSENT OF G.M. WORLEY, INC AND MAY NOT BE ASSIGNED TO ANY THIRD PARTY.PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE FORBILL & LAUREN SKOPELJABILL & LAUREN SKOPELJAPARCEL ID #1418-241-0035-000-1,ST. LUCIE COUNTY, FL.AS NOTED
FLOOR PLAN 1/4" = 1'-0"
FRONT ELEVATION 1/4" = 1'-0"
B
B B B B
B
B B
STUCCO
HARDI-PLANKwith BATTENS
STUCCO
HARDI-PLANKwith BATTENS
3068 Fbgls Insul
8080 Sliding Glass Door8080 Sliding Glass Door
8068 Sliding Glass Door (Egr)
STUCCO
3068 Fbgls Insul
8080 Sliding Glass Door8080 Sliding Glass Door
8068 Sliding Glass Door (Egr)
P.E. NO: 47515
ENGINEER: EDWARD F. SHINSKIE
4707 WILD TURKEY ROAD
MIMS, FLORIDA 32754
SIGNATURE:
This item has been electronically signed and sealed by
Edward F. Shinskie, PE on the Date and/or
Time stamp shown using a digital signature.
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copy.
S
S
S
S
71'-8"38'-4"6'21'-4"26'-5"23'-11"11'-1 7/8"3'-7"5'9 5/8"6'-10"30'-7"
159 SQ FT
PORCH
FFE
-4"
FFE
-4"
FFE
0.00
TYPICAL SLAB: 4" 3000 psi Monolithic Pour Concrete reinf. w/WWM, 6x6, 10.10
over 6 mil Visqueen over Clean, Compacted Soil. Poison against Termites.
TYPICAL FOOTING: 16"w x 20"d Monolithic Pour Footer
reinf. w/2 #5 Rebar continuous around corners, min. Lap 30".
TYPICAL FOOTING: 16"w x 20"d Monolithic Pour Footer
reinf. w/2 #5 Rebar continuous around corners, min. Lap 30".
Floor recepticle location to be field
verified before slab pour.
C&C V and WALL WIND PRESSURES
160 C RISK CAT II H<15'
ZONE 4 INTERIOR
F) 20 SF = 31.9/-41.8
ZONE 5 EXTERIOR
A) 10 SF = 33.5/-36.3 E) 10 SF = 33.5/-44.8
B) 20 SF = 31.9/-34.8
C) 50 SF = 30.0/-32.8 G) 50 SF = 30.0/-37.7
9'x7' = 53.7/-33.3
GARAGE DOOR MIN 2' FROM CORNERS
H) 100 SF = 28.4/-34.8
16'x7' = 28.2/-31.5
C&C V and WALL WIND PRESSURES
150 C RISK CAT II H<15'
ZONE 4 INTERIOR ZONE 5 EXTERIOR
A) 10 SF = 29.4/-31.9
B) 20 SF = 28.1/-30.5
C) 50 SF = 26.3/-28.8
GARAGE DOOR MIN 2' FROM CORNERS
9'x7' = 25.8/-29.2 16'x7' = 24.7/-27.5
E) 10 SF = 29.4/-39.4
F) 20 SF = 28.8/-36.7
G) 50 SF = 26.3/-33.2
H) 100 SF = 25.0/-30.5D) 100 SF = 25.0/-27.4
SHEET:
SCALE:DESIGN PROVIDED BY:DESCRIPTIONDATE:BYDATENO.AA--33
9/16/2021G.M. WORLEY, INC. HEREBY EXPRESSLY RESERVES THEIR COMMON LAW SOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGEDOR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT THE EXPRESSED, WRITTEN CONSENT OF G.M. WORLEY, INC AND MAY NOT BE ASSIGNED TO ANY THIRD PARTY.PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE FORBILL & LAUREN SKOPELJABILL & LAUREN SKOPELJAPARCEL ID #1418-241-0035-000-1,ST. LUCIE COUNTY, FL.AS NOTED
FOUNDATION PLAN 1/4" = 1'-0"
B
C C
C C C C
B
P.E. NO: 47515
ENGINEER: EDWARD F. SHINSKIE
4707 WILD TURKEY ROAD
MIMS, FLORIDA 32754
SIGNATURE:
This item has been electronically signed and sealed by
Edward F. Shinskie, PE on the Date and/or
Time stamp shown using a digital signature.
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copy.
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
U332490W2436LW3036 W2436LW2736
W3636BCW3636LBCW2436L W4836 W3614
2868
#25 SH#25 SH (Egr)#34 SH286830682868 (Access)906811068
#25 SH#25 SH (Egr)#26 SH
6080 Fbgls Insul French (Access)
#26 SH
5068 5068
28682068 24682868 2868
2880 Barn Door
3068 Fbgls Insul
8080 Sliding Glass Door 8080 Sliding Glass Door 8068 Sliding Glass Door (Egr)2890A/C AIRHANDLER INATTICSUB-PANEL FORWELL/WATERTREATMENTSUB-PANEL FORFUTURE BARNGAS
TANK
ALL CEILINGS ARE FLAT @ 97" AFF, EXCEPT AS NOTED.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
ELECTRIC
PANEL
ELECTRIC
METER
A/C
C
O
M
P
R
E
S
S
O
R
DINING
TABLE
Typ. Posts: 6x6 RS CedarTyp. Beams: 4x12 RS Cedar
Porch Ceiling: 1x6 #2 SY Pine Decking over 2x6 #2 SY Pine
Rafters @ 24" o.c. (exposed, anchor each end w/Simpson H10)
15' 0" Top of Beam @ 97" AFF43' 10" Top of Beam @ 121" AFF12' 10" Top of Beam @ 97" AFF
Floor recepticle location to be field
verified before slab pour.
VTO
VTO
VTO
DRYER
VTO
WASHE
R
ATTICACCESSTOP VIEW
AT CONNECTION TO
CONCRETE TIE BEAM nts
BOLT ANGLE TO CONCRETE
TIE BEAM WITH TWO 1/2" X 4"
BOLTS SET IN EPOXY
CEMENT
1/4" x 4" x 2" ANGLE X 8" LONG
IN BLIND KERF IN END OF
BEAM. SECURE WITH 1/2" X 4
1/2" GALV. HEX BOLTS WITH
NUT & WASHER.
CONCRETE TIE BEAM
4 X 1 2
AT CORNERAT INTERMEDIATE
TOP VIEWAT INTERMEDIATE AT CORNER
INSIDE VIEW6 X 6
6 X 6
4 X 1 24 X 1 2
4 X 1 2
TYPICAL BEAM DETAILS NTS
N O T E : M A K E B E A M J O I N T S
O V E R P O S T S
4 X 1 2
6 X 6
4 X 1 2
6 X 6
OUTSIDE VIEWAT CORNER AT INTERMEDIATE
4 X 12 4 X 12
SECURE WITH TWO 1/2" X
7" GALV. HEX BOLTS WITH
NUT & WASHER. (Typ)
SECURE WITH TWO 1/2" X
7" GALV. HEX BOLTS WITH
NUT & WASHER. (Typ)
NOTCH POST LEAVING 3"x3"; NOTCH BEAM 1" LEAVING 3".
TWO 3" WOOD SCREWS EACH WAY (Typ.)
WOOD CASING
2 1/4"
BRICKMOULD
STUCCO
RETURN
STUCCO
3/16" "TAPCON",
1.25" MINIMUM EMBEDMENT INTO MASONRY @ FILLED CELL,
6" MAX. FROM BOTTOM & CORNERS; 12" O.C.1x4 PT1x2 PTFILLED
CELLCONCRETE MASONRYUNIT1x2 PT1x4PTCONCRETE MASONRYUNITFILLED
CELL
1/2" SHEETROCKRETURN1/2" SHEETROCK 1/2" SHEETROCK
WOOD JAMB: Fastened as
per Manufacturor's NOA
STUCCO
TYPICAL DOOR JAMB DETAIL nts
TYPICAL WINDOW BUCK DETAIL nts
ALUMINUM WINDOW FRAME
STUCCO
RETURN
2x PT
SHIM
CAULK
CAULK
2x PT
3/16" "TAPCON",
1.25" MINIMUM EMBEDMENT INTO MASONRY @ FILLED CELL,
6" MAX. FROM BOTTOM & CORNERS; 12" O.C.
SHEET:
SCALE:DESIGN PROVIDED BY:DESCRIPTIONDATE:BYDATENO.AA--44
9/16/2021G.M. WORLEY, INC. HEREBY EXPRESSLY RESERVES THEIR COMMON LAW SOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGEDOR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT THE EXPRESSED, WRITTEN CONSENT OF G.M. WORLEY, INC AND MAY NOT BE ASSIGNED TO ANY THIRD PARTY.PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE FORBILL & LAUREN SKOPELJABILL & LAUREN SKOPELJAPARCEL ID #1418-241-0035-000-1,ST. LUCIE COUNTY, FL.AS NOTED
LINTEL PLAN 1/4" = 1'-0"
L-31L-31
L-80L-80 L-80L-80 L-80L-80
L-31L-31 L-31L-31 L-31L-31 L-60L-60 L-31L-31 L-31L-31 L-31L-31
L-45L-45
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
SB6022
SB24L
SB4822SB4822B36B10512B40 B42
B24L
BCB36LBCB12L Dishwasher (basic)B40
B36SB36B11LB34B36B48
U332490W2436LW3036 W2436LW2736
W3636BCW3636LBCW2436L W4836 W3614
2868
#25 SH#25 SH (Egr)#34 SH286830682868 (Access)906811068
#25 SH#25 SH (Egr)#26 SH
6080 Fbgls Insul French (Access)
#26 SH
5068 5068
28682068 24682868 2868
2880 Barn Door
3068 Fbgls Insul
8080 Sliding Glass Door 8080 Sliding Glass Door 8068 Sliding Glass Door (Egr)2890GFCI
R
GFCI
GFCI
GFCI WP
GFCI WPGFCI WP
CO/SD
CO/SD
CO/SD
CO/SD
CO/SD
CO/SD
R
R
R
RR
R RRR
R R
R RR
R
R RR
R
R R
R
R
RRRRR
R
R
R
R
R
EP
4
3
4
3
TVTV
TV
TV
TV
GFCI
TVA/C AIRHANDLER INATTICSUB-PANEL FORWELL/WATERTREATMENTSUB-PANEL FORFUTURE BARNGAS
TANK
ALL CEILINGS ARE FLAT @ 97" AFF, EXCEPT AS NOTED.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
Ceiling is Flat @ 121" AFF.
ELECTRIC
PANEL
ELECTRIC
METER
A/C
C
O
M
P
R
E
S
S
O
R
DINING
TABLE
Typ. Posts: 6x6 RS CedarTyp. Beams: 4x12 RS Cedar
Porch Ceiling: 1x6 #2 SY Pine Decking over 2x6 #2 SY Pine
Rafters @ 24" o.c. (exposed, anchor each end w/Simpson H10)
15' 0" Top of Beam @ 97" AFF43' 10" Top of Beam @ 121" AFF12' 10" Top of Beam @ 97" AFF
Floor recepticle location to be field
verified before slab pour.
VTO
VTO
VTO
DRYER
VTO
WASHE
R
ATTICACCESS650
1
GARBAGE DISP.
1500MICROWAVE
ELECTRICAL SCHEDULE
DESCRIPTION POLES TRIP VOLTS WIRE COND.DEMAND NO DEMAND
GEN. LIGHTING
SMALL APPLIANCE
LAUNDRY
DRYER
RANGE
WATER HEATER
A/C & HEAT
REFRIGERATOR
WATER PUMP
DISHWASHER
4
2
1
2
2
2
2
1
1
1
1
15
20
20
30
50
30
60
20
20
20
20
120
120
120
120
120
120
120
240
240
240
240
#14
#12
#12
#10
#8
#10
#6
#12
#12
#12
#12
714
03000
1500
5000
12000
450
0 6500
1500
276
01250
TOAL DEMAND 38502
10000
11400
21400
6,500TOTAL NO DEMAND
TOTAL DEMAND LOAD
REMAINDER AT 4O%
FIRST 10,000 AT 100%
LIVING AREA 2114 x 3 = 6342 TOTAL DEMAND = 21400
20400 / 230 = 93.04 AMPS
ALL BRANCH CIRCUITS ARE AFCI/GFI.
40
CIRCUIT
M
200A MAIN
BREAKER
PANEL
2" PVC CONDUIT
UNDER SLAB
3 #3/0 CU
UNDERGROUND
TO FPL.
METER
COPPER GRD TO WATER
PIPE
#4 BARE
GROUND
#4 CU Ground to SLAB
REBAR Min. 20' 2 Rods
6' apart.
ELECTRICAL RISER N.T.S
.
NOTE:
ALL EXTERIOR OUTLETS WP & GFI.
ALL BATH OUTLETS GFI.
ALL KITCHEN OUTLETS GFI.
SMOKE DETECTORS WITHIN 3' OF ALL SLEEPING ROOMS.
ALL OUTLETS TAMPER PROOF.
CARBON MONOXIDE DETECTORS WITHIN 3' OF ALL SLEEPING ROOMS.
PROVIDE DISCONNECT FOR ALL APPLIANCES PER NEC 422.31' 440.14
ATTIC ACCESS SHALL HAVE A SWITCHED LIGHT & 110W OUTLET IN ATTIC
CODE: NEC 2017
LICENSE NO:
ELECTRICAL CONTRACTOR:
SIGNATURE:
WP
R
4
GFCI
3WP
SD
EP
DC
SD
DM
A
T
AV Control
C5/TVC5 TV
T
SP SP
DESCRIPTIONSYMBOL
ELECTRICAL - DATA - AUDIO LEGEND
Ceiling Fan
Ventilation Fans: Ceiling Mounted, Wall Mounted
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed, Heat Lamp, Low Voltage
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
Chandelier Light Fixture
240V Receptacle
110V Receptacles: Duplex, Weather Proof, GFCI
Switches: Single Pole, Weather Proof, 3-Way, 4-Way
Switches: Dimmer, Timer
Audio Video: Control Panel, Switch
Wall Jacks: CAT5, CAT5 + TV, TV/Cable
Telephone Jack
Intercom
Thermostat
Door Chime, Door Bell Button
Smoke Detectors: Ceiling Mounted, Wall Mounted
Electrical Breaker Panel
Speakers: Ceiling Mounted, Wall Mounted
Fluorescent Light Fixture
SHEET:
SCALE:DESIGN PROVIDED BY:DESCRIPTIONDATE:BYDATENO.AA--55
9/16/2021G.M. WORLEY, INC. HEREBY EXPRESSLY RESERVES THEIR COMMON LAW SOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGEDOR COPIED IN ANY FORMOR MANNER WHATSOEVER WITHOUT THE EXPRESSED, WRITTEN CONSENT OF G.M. WORLEY, INC AND MAY NOT BE ASSIGNED TO ANY THIRD PARTY.PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE FORBILL & LAUREN SKOPELJABILL & LAUREN SKOPELJAPARCEL ID #1418-241-0035-000-1,ST. LUCIE COUNTY, FL.AS NOTED
ELECTRICAL PLAN 1/4" = 1'-0"