HomeMy WebLinkAboutSigned House Plan signed by DOHDocuSign Envelope ID: 913B3EBD-B07B-4751-8AED-7AC11E5C84D5
WALL LEGEND
ID
DESCRPTION
SPECS
THICKNESS
ON FLOOR
PLAN
covered rear porch
REINFORCED CMU WALL
W/ FINISHES
SEE TYP WALL SECTION
9"
total building area
4,517 sf
REINFORCED CMU WALL
WO/ INT FINISH
SEE TYP WALL SECTION
8"
D. SWING, GLAZED
p m
REINFORCED CMU COLUMN
SEE FLOOR PLAN
VARIES
D6 30.1,-33.5
NON LOAD BEARING INT WALL
SEE GENERAL SPECIFICATIONS ON A-1
4.5"
„7
LOAD BEARING 2x4 WALL
SEE BRIG WALL DETAIL
4.5"
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. 1'H TRAY CLG
4. 22"x30" RO MIN ATTIC ACCESS
5. TYP REAR PORCH BEAM- CAST CRETE 8F16-1B/2T. 8' TOB.
5. TYP FRONT PORCH BEAM- CAST CRETE 8F12-1B/2T. 8' TOB.
7. TYP PORCH COLUMN- 12"x12"x8" CMU, 4 #5 VERT, #3 TIE @ 16" OC.
GENERAL SPECIFICATIONS:
1. INTERIOR NON LOADBEARING WALLS: 1/2" OR 5/8" GWB OVER 3-5/8" 25 GA METAL STUD OR 2x4 @ 16" OC.
2. PORCH CEILING: STUCCO & LATH OVER FRAMING OR FINE T&G PER GEN NOTE 34.
3. INSULATION: EXT WALLS: R4.1 FOIL 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.
4. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT, FOUNDATION PLAN
FLOOR PLAN- DIMENSIONED
SCALE: 1/4"= 1'-0"
PROJECT DESCRIPTION
NEW 1 STORY SF RESIDENCE. SHEET INDEX .�E
ZONING INFORMATION: IA -1 floor plan ca 4-
parcel id: 3202-500-0007-000-3
AG -5 (unincorporated St Lucie County)
flood zone: X
UTILITY INFORMATION:
gas: n/a
sewage: septic
potable water: well
AREA CALCULATIONS:
conditioned living area
2,813 sf
garage
941 sf
covered rear porch
496 sf
covered front porch
267 sf
total building area
4,517 sf
conditioned volume
23,554 cf
SLOPE AS PER ELEV
METAL OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD _
ROOF TRUSS AS PER FRAMING PLAN.
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 FASCIATO TRUSS ENDS W/_.__. 2
(2) #16d NAIL, 4" TRUSS HEEL ;.
STUCCO & LATH PER GEN NOTE 34 OVER
FRAMING W/ NO VENTS.
LINTELS PER DOORNMINDOW/LINTEL SCHEDULE
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 OVER 3/4"
FURRING STRIP. GARAGE WALLS TO BE UNINSULATED &
UNFINISHED.
WALL REINF AS PER GEN NOTE 16.8,
DOWELS PER GEN NOTE 17.2
GENERAL SPECS: A-1
GENERAL NOTES: GN -1
FO'TING PER FOUNDATION PLAN &
FOOTING SCHEDLE- REINF PER
FOOTING SCHEDULE
GRADE AS PER SITE PLAN —'
SOG/FILL/COMPCTION PER
FOUNDATION PLAN AND GEN NOTE 17
DOOR/ LINTEL SCHEDULE
D2 134.1, -36.1
L
6-8
C 0
2 PANEL SGD
6.1
12-0
6-811
_ , ..
k
6-0
6-8
CC 8RF14-16/1T
D. SWING, GLAZED
p m
C y-
U
N
U (D
D6 30.1,-33.5
16-0
N =
V CC
p
06
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W4
3S.7,-38.7
1-4
CD
6-8 CC 81`16-113/1T
fA
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35.7,-38.7
1-4>,
QQ
SHL[�a
W6
35.7,-38.7
3-11
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6-8 CC 8F16 -16/1T
S.HUNG EGRESS
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oa
SOG/FILL/COMPCTION PER
FOUNDATION PLAN AND GEN NOTE 17
DOOR/ LINTEL SCHEDULE
D2 134.1, -36.1
8-0
6-8
CC 81RF16-113/1T
2 PANEL SGD
6.1
12-0
6-811
_ , ..
D4 34.1,-36.1
6-0
6-8
CC 8RF14-16/1T
D. SWING, GLAZED
16-0
7-0
CC8RF16119/11
m��.I
D6 30.1,-33.5
16-0
7-0
1 CC 8RF16-16/1T
SECTIONAL OVERHEAD
SEE GENNOTE 26. CC CAST CRETE,
W4
3S.7,-38.7
WINDOW/ LINTEL SCHEDULE
W1
135.7, -38.7
W2
35.7,-38.7
1-4
5-1
6-8 CC 8F16 -16/1T
S.HUNG
W3
35.7,-38.7
3=S :....
5-1
6-8 C08 'kik` f1T
S
W4
3S.7,-38.7
1-4
5-1
6-8 CC 81`16-113/1T
S.HUNG
W5
35.7,-38.7
1-4>,
CG$Fr
SHL[�a
W6
35.7,-38.7
3-11
5-1
6-8 CC 8F16 -16/1T
S.HUNG EGRESS
W7
35.7,-38.7
1'
r \
..1i/.,....._.\,r.�
W8
35.7,-38.7
3-11
5-1
6-8 CC 8F16 -16/1T
S.HUNG EGRESS
W10
135.7, -38.7
4-3
5-1
6-8 CC 8F16-1B/1T
FIXED
W12
135.7,-38.7
7-11
5-1
6-8 CC 8F16 -16/1T
FIXED
!3-11
8"x16" (2) #5 T B, #3
W14
135.7, -38.7
1-3
6-8 TIE @ 6" OC
FIXED TEMP
SEE GEN NOTE 26. CC: CAST CRETE.
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9/14/2020