HomeMy WebLinkAboutAS BUILT-LAYOUTi SHEET INDEX
GENERAL SPECIFICATIONS:
1. ROOF: ASPHALT SHINGLES OVER 30# FELT OVER 5/8" CDX PLY OVER PE WOOD ROOF TRUSS AS PER FRAMING PLAN.
2. EXTERIOR WALL STUCCO OVER 8XBX16 CMU W/ #5 VERT REBAR @ 48" OC- CONT 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. DOWELS AS PER GEN
NOTES.
3. INTERIOR NON LOADBEARING WALLS: 5/8" OR 1/2" 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 OVER FRAMING W/ VENTS AS PER ATTIC VENTILATION CALCS.
6. PORCH CEILING: STUCCO & LATH OVER FRAMING OR PINE T&G.
7. INSULATION: R-30 BATT @ CLG. R-13 BATT @ GARAGE SEPARATING WALL, FLOOR TO CLG.
` 8. DEFFERED SUBMITTALS: ROOF TRUSSES, SITE PLAN, DUCT LAYOUT
I ATTIC VENTILATION CALC
2. If building dp are left blank -see door & window schedule or design pressure chart. t
MA
I -3. This affidavit is only to verify product's compliance with wind loads: t RATIO AREA 4 tVIEFFITVENT PER[ `
I - 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 ofthe impact glass type in the install Instructions to achieve the stated building design pressures. - _ - TER
FLL A /TIC =f 326SI3 1S0 •3134 S ' 25 26� ELF 10'LF
- 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. - - - j-
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WALL LEGEND — — — — — -
SD1.
floor plan
SD2
elevs —foundation
SW
elect/ framing
SD4
general notes -
ID
-
DESCRPTION
SPECS
THICKNESS
ON FLOOR
PLAN
REINFORCED CMU WALL
W/FINISHES
SEE GENERAL SPECIFICATIONS ON A-1
9"
WWI '
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"
i'
LOAD BEARING 2x4 WALL
SEE BRG WALL DETAIL
4.5"
-_f - 4
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ly' I k
�• I 2
v�
U
ant
pantry
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— — — — — I — — — — — — — — — — — — — — — — — — — —
W
VA
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d
2-6x8-0 v.
- - 5
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T...
4'- 1/4
i F 2-4x -0 2-84.0
2• 3•
_PROJECT DESCRIPTION
NEW CONSTRUCTION OF 1 STORY
RESIDENCE ON A VACANT LOT.
E
ZONING INFORMATION:
V o U
L — E
parcel id: 3402-610-0390-000-6
RS-4
Q" _ O N
C
(unincorporated St Lucie County)
lot (approx.): 80'x124'
:% o N CD ^ In
s '� O C
flood zone: X
d om LQ E a
Q y C, t��
3
c �m.
UTILITY INFORMATION:
Ml c � N
m M a) C
gas: n/a
sewage: septic
p
2) 0 o � a) '0
potable water: well
co
cc H = N r_ )
AREA CALCULATIONS"
� C M E •—i
_j v U �% LL:
LL
conditioned living area
1,536 sf
garage
481 sf
covered rear porch
648 sf
covered front porch
78 sf
total building area
2,743 sf
allowable building area
3,000 sf
Pot area
10,000 sf
conditioned volume
18,804 cf
_ - WALLAS PER GENERAL SPECS W
I I FLOOR PLAN NOTES:
`f I P 1. INTERIOR DIMENSIONS ARE TO FINISH. SEE WALL LEGEND FOR THICKNESS.
i - FOOTING CURB/ RECESS
m
2. EXTERIOR DIMENSIONS ARE TO STRUCTURE.
- . GENERAL SPECS:A-1 �— -----------------
uNtELasPER wwoow/DooR GENERAL Nores: A 4 _ FLOOR PLAN KEYNOTES:
' SCHEDULE -
,.' 1. PEAK OF VAULTED CEILING
/.:. ... 2.22"x30" RO MIN ATTIC ACCESS
3. TYP COLUMN- 12x12x8 CMU, (4) 05 VERT. #3 TIE 12" OC.
DOOR &WINDOW BUCK AS. 4. TYP COLUMN-16"x16" FROM BXBx16 CMU, #5. VERT EA CELL
PER GEN NOTE 26.2. ill- -_I HB : ^ - I I
i WALL RFF AS PFR rFNFRAI RPFr:R R r:FN I I I 1
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7/17/19
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