HomeMy Public PortalAboutOLD HWY 80_921 (3)IL" P.T. 2x8'
Entry Deck
EXISTING RIM JOIST
JOIST HANGERS
0 EA. JOIST, TYP.
EXISTING STUD WALL
First Floor
INSTALL NEW HURRICANE STRUCT.
HOLD—DOWN, USE SIMPSON PHD-5
OR APPROVED EQUAL. INSTALL AS PER
MANUF. SPECS. 0 EA. PIER.
EXISTING BOT. PLATE
MTS12 32"o.c.
MST STRAP, TYP.
INSTALL JOIST HANGER 0
EA. JT.—TO—BEAM CONN.
SPRAY FOAM INSULATION
SEE SECTION 1/A6 & 1/A7.
EXISTING FIN. FLOOR.
MI RN • MM. ■11111111■11118 0111•1111111MOINall111•01111111111•11■1■11111.
11■111•11111111111111111,11100111111111111■111 „I I 1 I I I I 1111111■I I I IN I 1 1 I • I I I I I 1 I I I I I I I 1 I II I I I I IN „SI I I II 1 I I I I 1
10 16"o.c.
EXISTING 2x 0 24"o.c.
NEW BEAM, SEE SHT. A3.
1 #4 0 8" FROM TOP OF PIER &
2 #4's 0 24" FROM TOP OF
PIER, PLACE DIAGONALLY
Open Area
Under Deck
GALV. METAL TERMITE
SHILED, TYP.
1—HOUR FIRE RATED
CEILING TYPE 'X', TYP.
THREADED ROD AND COUPLING W/SIMPSON PHD5—SD
HOLD—DOWN W/SSTB28 ANCHOR BOLT OR APPROVED
EQUAL W/3x3x1/8 PLATE WASHER. SEE DETAILS SHT
Lower Level
(Porking)
STUCCO FINISH
EACH. PIER, TYP.
12"x16"x8" CMU FILLED
SOLID W/3,000 psi CONC.
W/4 #5 VERT. REBAR, TYP.
3
A6 & A7.
(OPTIONAL, SEE SHT. A3) DBL. LAYER
W/6x6xW1.4xW1.4 WWF
0 PERIMETER
(OPTIONAL, SEE SHT. A3.)
4" THK. 3,000 psi :ONC.
W/6x6xW1.4xW1.4
0 MID—DEPTH
FL L. SE ITE PLAN
i\(1)
‘(-)
X!/4/
6—#5 0 7"o.c. &
6—#5 0 8"o.c. TOP &
BOT. 0 EA. PIER, TYP.
6 MIL VAPOR
BARRIER, (OPTIONAL)
SEE SHT. A3.
gx
ljJ
NEW BEAM,
SEE SHT. A3.
EXISTING 6x6
7--
INSTALL JOIST HANGERS 0
EA. JT.TO—BEAM CONN, TYP.
INSTALL 'MST
STRAP MTS12
32" o.c.
EXISTING 2x's 0 24"o.c.
111111111111E
GALV. METAL TERMITE
SHIELD, TYP.
Lower Level
(PARKING)
/RC er;:=
H ORA La FEC,',,UiR1-2D
34' to, ftE-:-) "
4;3 e55_,F5,
„ GALV. METAL BASE,
USE SIMPSON CB44
PC-1.7°:1E?:(137b5119Cn.ir'''''--8, E-7:1 WCOR APPROVED EQUAL.
mom 2nari 30' above INSTALL AS PER MANUF.
RESDENTIAL vi1 6SPECIFICAllONS, TYP.
COMMERCIAL— minimum creVit 42
Largest opening permi!ted is z,",
1 #4 0 8" FROM TOP OF PIER &
2 #4's 0 24" FROM TOP OF
PIER, PLACE DIAGONALLY
STRUCT. HOLD—DOWN, USE
SIMPSON PA-51, TWO EACH
0 INTERIOR PIERS, TYP.
Lower Level
(PARKING)
12"x16"x8" CMU FILLED
SOLID W/3,000 psi CONC.
W/4 #5 VERT. REBAR, TYP.
OPTIONAL, SEE SHT. A3) DBL. LAYER
W/6x6xW1.4xW1.4 WWF
0 PERIMETER
LOWER LEVEL FINISH FLOOR
SEE SIZE PLAN
/-- TH(0P110NAL, SEE SHT. A3.)
4" K. 3,000 psi CONC.
W/6x6xW1.4xW1.4 WWF
0 MID—DEPTH
4 <
4
a
\ \
‘C..)
`,/
\,<",•\/
6—#5 0 7"o.c. &
6—#5 8"o.c. TOP &
BOT. 0 EA. PIER, TYP.
COMPACTED OR UNDISTURBED SOIL TERMITE
TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY
OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR.
4!-0" x 3'-8"
Wall Section at Building Perimeter
& Rear Deck
Scale: 3/4"=1'-0"
MTEN110.h1
PER FEMA REQUIREMENTS
MINIMUM OTIN BY 06 INCHC.1'.4
WIDE BY 20 INCHES TEICIL
.V3TTOM OF FOOTING MUST DE A
MINIMUM 06 INCHES BELOW @RADE,
DBL. LAYER W/6x6
xW1.4xW1.4 WWF, 3s-0"
0 PERIMETER.
#4 CONT. LAP 25" &
BEND 25" 0 CORNERS
FIN. GRADE
GARAGE FINISH FLOOR
SEE SITE PLAN
x x
#3 0 18"o.c.
4 4
r-4"
4" 3,000 PSI CONC. SLAB
W/6x6 1.4x1.4 WWF OR
FIBERMESH ON 6 MIL.
VAPOR BARRIER
COMPACTED OR UNDISTURBED SOIL TERMITE
TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY
OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR.
6 MIL VAPOR BARRIER
2 #5's CONT. REBAR
IN FOOTING. DOWEL INTO
PIER FOOTING 6" MIN.
TURNED DOWN FOOTING
SCALE: 3/4"=1-0"
‘‘.• \\/<,/\\ „4/\\/,.\\ \ /\ 4/\\/ ,\ • 7/. \\ 7//‘
4'—o" x 3'-8"
Typical Footing at Interior Piers
6 MIL VAPOR
BARRIER, (OPT'
SEE SHT. A3.
1
NAL)
1" BASE CAP
DBL. P.T. 2x8's 0 DECK
PERIMETER, SEE SHT. A3.
lx1 0 TRIM
COMPACTED OR UNDISTURBED SOIL, TERMITE
TREATED, FREE OF ORGANICS MIN. LOAD BRG. CAPACITY
OF 2500 PSF MUST BE VERIFIED BY CONTRACTOR.
Scal 4/47=1„
ATL,-..mca
?En FEMA ciEeMENIENTS
MINIMUM FOOT NCHES EY 00 IIICHE3
WIDE BY 20 INCHES- THICK,
ZOTTOM poT1 MEi MUST BE A
MINIMUM '1ES BELOW GRADE,
ft
SET P.T. POST IN
3,000 psi CONC, SEE SHT. Al.
FINISHED GRADE
\X\X\ <\\
2'—O"
CRUSHED STONE
FOUNDATION SECTION AT
INTERIOR ENTRY DECK
SCALE: 3/4"=1*-0"
8x8 P.T. POST, TYP.
UNDER STAIRCASE, USE
SIMPSON CB88 BASE
FIN. GRADE
W000 HANDRAIL, SEE
DETAIL SHT. A4.
5/8" DIA. THRU BOLT
COUNTERSINK W/STEEL
WASHER AT EACH POST
SLOPE 1/8" PER FT.
P.T.K.D.A.T.
16o.c.
BLOCKING 0
COLS. TYP.
/
8x8 P.T. POST SEE PLAN
FOR LOCATI• TYP.
PRIME AND PAINT OR STAIN
AS DIRECTED BY OWNER.
5/4 P.T. DECKING
5/8" GALV. LAG BO/' INTO
EXISTING FLOOR UCTURE
24"o.c. STA RED & 6"
FROM EACH MI
AX.
EXISTING
SLOPE 1/8" PER FT.
\
.4
4
4
x 2'-0"
0
co
..1
TERMITE TREATED
COMPACTED FILL
3 #5's EACH WAY
TOP & BOTTOM
Wall Section at Rear Deck
Scale: 3/4"="1'-0"
717t NEPEO
PER) PIMAIA PF:,IMilLNIMENT8
MINIMUM Vocrrin so INCHES BY 0 INCHE3
!,119E By 20 ILNCHn
inTOP.1 Poome !AM'? ME'
MINIMUM 00 INCHES BELOW ORIADE,
ALV. FLASHING
AS REQUIRED, TYP.
JOISTS METAL
HANGER, TYP.
REAR OF' EXIS11NG RE
FIN. FLR. ELEV.
PL-ogdo Vir=37:,
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INSULATION NOTES : INSTALL WHERE APPLICABLE.
1. BUILDING INSULATION TO BE ISONENE LD—C-50 FORMULA OR
APPROVED EQUAL IN WALLS, ATTICS, CEILINGS, AND FLOORS
WITH AN R—VALUE OF 3.7 PER INCH : WHERE APPLICABLE.
2x4 WALL =fi--11. OR R-13
2x6 WALL = R-19
ROOF = R-30
ATTICS = R-30 (min.)
CEILINGS = R-22 (min.)
INTERIOR WALLS = R-11 (min.)
EXTERIOR WALLS =
;
'
man
IIp
igns LLC
Residential • Designers • Planners
P.O. Box 30443 • Savannah, GA 31410
Office/Fax: 912.349.1600