HomeMy Public PortalAbout06-0643 117 CEDARWOOD.pdfCITY OF TYBEE ISLAND
BUILDING & ZONING PEPARTMENT
APPRO AL. C DATE
ZONING 06
BUILDING/CODE .._.__ . �---
WAS 12
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TYbe.0 Land r)eVe10PM8nt Code
drivew4ys rp
ust be tons ructod
Of Permeable
`Tybee Land Development Code
S -080-B-1
A driveway opening which
connects a residential lot with
a public street shall not be
greater than twenty-five (25)
26APet in width.
21-01f
121-911
1 ST FLOOR PLAN
SCALE: 1/4" = V-0"
(Cp"�T Y CF- T Y 3, E E I S L
WLDING (,i ZONING DEPARWENT
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EMERGENCY ESCAPE I'VIM RESCOIUIE 0MIRM
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ALL B171,01GE-iNV, ESIFEAINO RESCUE PiPEHIRING-6
SHALL -F
HAVE A MflkNN11j1M NET CLEMPA OPENNING O
5.7 SQa FT. EXCEPT GRADE FLOOR OPENING SHALL
HAVE A MIN -! MUM NET CLEAR OPENING OF 5 SO. FT
All Insulations must
comply with The Georgia
State Energy Code.
A)It ltntaiatinsr�r
ust
00MOY VAth The InTemationa! FIumbing
Code 2015" Edition and State
of Ge—or ��,a Anlen'dmants
ALL CON'.13TRUCTION MIUST COMPLY WITH THE
SSTD_-jD--1'1 ANDTHEIRCONE.ANDnAIO
FAMILY DWELLING CODE—Q-nne. EDITION
AND STATE OF GEORGIA AMENDMENTS
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Chatham County.
Every effort has been made to identify
code violations, no oversight by the
reviewer shall be construed as authority
to violate, cancel, alter or set aside
any applicable codes or ordinances. The
review and permit should not be construed
as a warranty or guarantee.
Reviewed BY Date
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Chatham County.
Every effort has been made to identify
code violations, no oversight by the
reviewer shall be construed as authority
to violate, cancel, alter or set aside
any applicable codes or ordinances. The
review and permit should not be construed
as a warranty or guarantee.
Reviewed BY Date
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SECOND FLOOR PLAN
SCALr=. 114" - f-011
Eh,�.,ErIMENGY EXAPE AND RESCUE OPENMINGS
I I) V_ =r. 1Z 1 17
",1`4"ANT) 11001E. OFF,,
UN'fhl Ea 41h T rNICT CLEAR OTENNNG Grm
FE
IT
V,
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ok0H OFN'Di"O SHALL
W, - a
T GIFFRIND OF 5 80. FT.
MECHANICAL EQUIPMENT IN ATTIC
Shall be accessable by pull —down stairs or
permanent steps tljr0ug,,.-j a mini -,num 20" X 30"
openinc, and a floored, 22" -ass2,,
geway to the
unit and a 30" work platfoi'm at the unit, with
30" headroom. A switched light, outlet and
secondary condensate pan with 1/41' drain line to
outside are also required.
AAI I ns u !a t ! o ns must
��)P!Y with The Georgia
Stab' Er); Br 9 Y C o d as
2_-.-,00 "
71� ��dlflon
and State of ()GDrA
Amezdnmts
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All ;nsulations must
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comply With The Georgia
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2" X 6" RAFTER SHOE
State Energy Code
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and State f Georgia
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Amend is
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R.O.3'-01/2" x 2'-0 518"
AS1
A III1 DWELLINGCODE �O EDITION
12" WINDOW HEADER
AND TATE G GEORGIA r�MT
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ALL AROUND -
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2x$ CEILING JOISTS @ 16" o.c, N
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R.O. T-0 1/2"x 2'-0 518"
4'-0" 4'-0"
2x8 CE LI G JOISTS @ 16" O.c.
-----2" X 6" RAFTER SHOE
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THIRD FLOOR PLAN
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SCALE: 114" = 1'-0"
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NOT To ED(CEED
FRONT ELEVATION
,GALE: 1/4"
Ifoit CAI —
; -\,i! irsuica�Ins must
��cr-iply with The 0- eomia
S Energy Code
di U, a n
and State of Georgia
Amandmegits
t
Sovl. IF -31011 HANDMRAIPLS t 0UAF,'WRM8
stairs -.10" rj? rom 171
Detks 30" above grade revujre 236"' (olMdralib
Largmt apeft pefraftleg ig 4P
RIDGE VENT
LIOUS SOFFIT VENT
DECK RAILINGS TO CODE
DECK RAILINGS TO CODE
4" X 4" P.T. WOOD POST
WINDUiNS, DOORS AND SKYLIGHT S
SPjTD 10-0 TAMELES 602A1,ea,211,2,C42,0, BECT. 604
AE", D IRI G 3 01 � 2. 1.22
IV, � N D 0 W S G LA 8 S D 0 0 Irl S A N 'U"' SIN Y L I G ff'G' 811 tk L L B E
APPROVED AND INSTALLED TO COMPLY WITH BOTH
POSITIVE AND NEGATIVE PRESSURES
APPROX. GRADE
ALL CONSTRU�CTIO`N Nfl.MT COMIPLY �"IITH THE
833 TO ( 0 - q7
_19 -TANID'N"HE: 11viC"ONE- AND TV,10
FAMILY DINELLING CODE 2-0vo EDITION
AND STATE OF GEORGIA AMENDMENTS
SPACI
F RLRONV FLOCO FILRIAMN (A[ -Zone)
Hydrostatic ventz required tc FelSeve vmtef pressure m
enclosed space bela�i,, flo5d slevation. I saaar'v mcli of
vant required for each I square toot of floor area.
Bottom of vent must be within I foot of the, grade
elevation. Vents must be placed in opposite walls to
permit water to flow,
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HEIGViT uMIT
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All Insulations
compiy with The Georgia
State Energy Cods
to ju
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__dRlon
and State of Geor-aia
U4
Amendments
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APPRZV'M AND Ill STALLED T 0 COMPLY WITH BOTH
POSITRIE AND NEGATIVE PRESSURES.
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REAR ELEVATION
SCALE: 114" = 1'-0"
A
660t- 14-3151 HANDRAI!18 & GUAmDrW13
^"rs So" 07 MO;s in height MqUO)S 20128" Paidrall
Decks 30" above grade require 36" guardraft
Largest opening permitted is 4z
ALL CONIT RUCTION MUST COMPLYWITHTHE
68 -i -D tp.ql ANDTNE� IRC ONEA DT
FAMILY DWELLING CODE � EDITION
ANT.) STATE OF GEORGIA AMENDMENTS
SPACE MOYv' FLOOD ELEVAMN (AE -Zone)
Hydrostatic ve,* required to Fectif-ve water pressure in
enclosed space beiol,^i flood slavµVion. I square inch of
vent required for each I square toot of floor area.
Bottom of vent must be within I toot of the grade
elevation. Vents must be placed in opposite walls to
permit water to flow.
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REAR ELEVATION
SCALE: 114" = 1'-0"
A
660t- 14-3151 HANDRAI!18 & GUAmDrW13
^"rs So" 07 MO;s in height MqUO)S 20128" Paidrall
Decks 30" above grade require 36" guardraft
Largest opening permitted is 4z
ALL CONIT RUCTION MUST COMPLYWITHTHE
68 -i -D tp.ql ANDTNE� IRC ONEA DT
FAMILY DWELLING CODE � EDITION
ANT.) STATE OF GEORGIA AMENDMENTS
SPACE MOYv' FLOOD ELEVAMN (AE -Zone)
Hydrostatic ve,* required to Fectif-ve water pressure in
enclosed space beiol,^i flood slavµVion. I square inch of
vent required for each I square toot of floor area.
Bottom of vent must be within I toot of the grade
elevation. Vents must be placed in opposite walls to
permit water to flow.
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HEIG1,T umrr
LEFT ELEVATION
SCALE. 1/4" a 1'-0"
SOFFIT VENT
kDE
All Insulations must
comply with The Georgia
State Energy Code
Edition
C, K'f U Q Ph
F 'T
Mc v 4
lmmj M'U BE
APPRIOVED AND !NISTALLEo M Copye
pLy X!ITi BOTH
POSMVE AND NEGA11VE PRESSURES.
ALL CON-33TRUCTI ON MUST C 0 NIPLY WITH TH E
-
TD Io.a9 AND THE IRC ONE AND TWO
FAMILY DWELLING CODE "ZM2—EDITION
AND STATE OF GEORGIA AMENDMENTS
SPACE Sit OW FLOOD R PA ION AF - Zone)
Hydrostabc vents, required to mt,ave water pressure in
enclosed space belovii flood elevation. I square inch of
vent required for each I square toot of floor area.
Bottom of vent must be within 1 foot of the grade
elevation. Vents must be placed in opposite walls to
permit water to flow.
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RIDGE VENT All Insulations must
comply with The Georgia
Mate Enargy Code
and State of Georgia
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S'- TO 1 Oz-gig Te-MLES E'f'�
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AF P RE D ARD I 4iffl-ALENG GOIANY INITH E*TH
pOGM AND HEGATNE PRESSURES-
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'-CONTINUOUS SOFFIT VENT
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DECK RAILINGS TO CODE
7" T.W. SLIDING
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4" X 4" P.T. WOOD POST
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DECK RAILINGS TO CODE Sect, R-315A HANDRAILS & GUARDRAILS
Stairs n" OF tore In halghit
require 30,138, handrail
-APPROX. GRADE Decks 0" above grade r-oquire 36" guardralle
9 Largk,,t Opening Permitted is 44
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ALL COMTRUCTMN MUST COMPLY WITH THE
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88TO Iv-11 A%1DTHnF.'1PNA6P OfNIE. AND -117yo
FAMILY DWELLING CDD E--2�JDITION
RIGHT ELEVATION AND STATE OF GEORGIA AMENDMENTS
SCALE: 1/4" - 1-0" C4
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SPACE FLOOD Fj_F
_VA.TION (AE, Zone)
Hydrostaim, v0rit required to Mwe WMV pressure m
enclosed space belwry flood etev:fion- 1 square Inch of
vent required for each I square toot of tioor area.
Bottom of vent must be within I toot of the grade
elevation. vents must be placed in Opposite walls to
permit water to flow,
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ALLWIRING,
SERVICE INCLUDED
MUST BE coPPER
.-
NO ALUMIUNM Aon
-DSection 9, s ub-sec13-2-A
Tybee Land Development Code
�01 0112N�P'51,
\es \1\
p a�\d
100
CIOV
j'011 Els0r1cal Install hone must
comply w�ith The N4ftnal Electric
Coda�Editlon and State,
of Georgia Amendments
ARC -FAULT. CIRCUIT INTERRUPTER PROTECTION
2x:,og NEC 210.12 DINELLING UNIT BEDROOM%
cu A SINGLE
c�jp,"UWTS THA'T " ipny 1,6 VOLTS,
A
LL E, 9� A� NIC H I I ' ERE , P,,EPEPTA0LE CUTLETS
P H A'S E,
115 P,,ND 20 ,A1 -,W-' INIT p�EDf�'j()ONISSMALL BE
INSTALLED IN DWELLING L%
PROTECTED BY AIN ARC -FAULT CIRCUIT INTERUPTER(S)
LISTED TO PROVIDE PROTECTION OF THE
ENTIRE BRANCH CIRCUIT -
—ELECTRICAL LEGEND
4D=
OUTLET 11 Ov.
4*'
OUTLET W/GROUND FAULT
40'
OUTLET WATER PROOF
(D
OUTLET (COUNTER HGT. MOUNT)
CEILING MOUNTED FIXTURE P-?F_WDk1JT
WALL MOUNTED FIXTURE
RECESSED INCANDESCENT
CEIUNG FAN W/UGHT FIXTURE
$
SWITCH SINGLE POLE
$3
3 -WAY SWITCH
$4
4 -WAY SWITCH
on
RECESSED FAN/LIGHT
sm
SMOKE DETECTOR
(D
THERMOSTAT
TV CABLE JACK
FLOOD LIGHT
PHONE 'JACK
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R.O. 7-4 71&'x W-0112" 4'-0" x 2'-0118"
CW14 R.O. 7-4 7/8" x 4'-A 1/2"
PLO. x 2'-S 9/18" CW14
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R-0. S-0 112"x 3'-0 1/2" AXW31
R.O. 3'-01/2"x 3012R.O. 3-0112" x 3-0AXW31 R.Q. 3-01/2"
x 3'-01/2" AXW31
SECOND FLOOR PLAN
SCALE. 1/4" = 1'-•[7"
J
SERVICEALLWIRINGS
,C s
MUST BE COPPER
Section
DECK RAILINGS TO CODE
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oda®fs, a
owitp-C - kps"
Located OX
-All 'lactrlaln'st" xl a aloes mast
unl"Yjsy with The Nf; n 1 Electric
2�5 E iti and State
Off Georg "Z
ARC -FAULT CIRCUIT i i E 111TE MTION
2005 ..NEC 210-12 MYEELLINO UNIT 'BEDROOMS,
ALLI�,�; CH MROUITS TIHIAT SUPPLE' 12.5 VOLTS, , PI LE
mriT�g1z ;:t�� 0 At1 1 R!ER;C gA o ff OUTLETS
E " IE PA
P�
PROTEOMI RY AN ARCdFAULT CI CUI T !N ERUPT ER(S)
LISTED TO PIE PROTECTM OF THE
ENTIRE BRANS CIRCUIT.
SIMPSON LSTA24
_
STRAP AT HEADER
TO POST (TYP)
15/32" EXTERIOR
2 ROWS OF 100 NAILS
`!
SHEATHING
`
\� 1
X
2-SIMPSON STRONG -TIE
PHD (PHD5-SDS3) PER
SHEARWALL, REFERENCE J�
DETAIL 5/S6. j
V-0' TO 2'-0 3/4'
AS SHOWN
V/
I
HEADER BEAM \,
CONTINUOUS OVER
SHEARWALL
2-2X4 HEADER AT TOP l
2-2X4 VERTICAL EACH SIDE /
2-2X4 BRIDGING AT SHEATHING SPLICE
1-2X4 SILL AT BOTTOM
DETAIL 5 ,
NOTES
1, IF WIDTH OF SHEARWALL IS
GREATER THAN 2'-t, ADD
VERTICAL STUD ANtO
ANCHOR BOLT AS REQUIRED
FOR 16' MAX SPACING FOR EACH,
2. REFERENCE DETAIL 2/S6 FOR
EXTERIOR VIEW OF TYPICAL
SHEARWALL PANEL.
a
INTERIOR VIEW OF TYPICAL FIRST SHEARWALL
HEADER BEAM
CONTINUOUS
OVER SHEARWALL
SIMPSON LSTA24
STRAP AT HEADER
TO POST (TYP)
4-2x4 CORNER
POST (REF. SHT. S3
& S4) FOR FRAMING
DETAILS)
IS" EXTERIOR
SHEATHING (TYP)
1-SIMPSON STRONG -TIE
PHD (PHD5—SDS3) PER
SHEARWALL. (REF, 5/S6
FOR FRAMING DETAILS)
1—SIMPSON STRONG—TIE
PHD (PHD5—SDS3) AT
CORNER
2 ROWS OF 10D NAILS VARIES
AT 4" HORIZONTAL
HEADER BEAM SPACING AT TOP AND
BOTTOM OF HEADER
CONTINUOUS ........ .
BEAM AND AT TOP 2X4
OVER SHEARWALLHEADER (REF. DETAIL '
FOR NAILING PATTERN)`
. 1
°LJ 2-2X4 HEADER AT TOPI . /
10D NAILS AT 6 VERTICAL / HEADER BEAM TO
2-2X4 VERTICAL AT INTERIOR SIDE (REF. 2-20 HEADER AT TOP SPACING AT EDGE' ,` t `) I BE OVERLAPED WITH
e ° 2/S1 FOR FRAMING DETAIL) 2-2X4 VERTICAL EACH SIDE , CONTINUOUS SHEATHING.
2-2X4 BRIDGING AT SHEATHING SPLICE 2-2X4 BRIDGING AT SHEATHING SPLICE
1-2X4 SILL AT BOTTOM 1-2X4 SILL AT BOTTOM EXTERIOR SHEATHING / } r I
SPLICE WITH 2 ROWS (� v • '� 15/32" EXTERIOR SHEATHING.
OF 10D NAILS AT 4"
HORIZONTAL SPACING
PER STUD (REF. DETAIL` • 4 • ' ' ' ' '
FOR NAILING PATTERN) ' I I -
. -w,
J NOTES 1-SIMPSON STRONG -TIE ~ +' /
• /' ` PHD (PHD5-SDS3) PER 10D NAILS AT 12'
1. REFERENCE SHEET S7 FOR SHEARWALL ON OUTSIDE VERTICAL SPACING AT
EXTERIOR VIEW OF TYPICAL CORNER. REFERENCE
} SHEARWALL PANEL, DETAIL 5 (TYP) INTERIOR IF STUD IS -x• •
° \ / INSTALLED. . j ; � t j • •
�AL2ROW NAILING PAUERN
A• it
1'-0" OR LESS
TYPICAL AT CORNER LOCATION TYPICAL AT INTERIOR LOCATION
INTERIOR VIEW OF TYPICAL FIRST SHEARWALL
1B SYSTEM FOR WALLS LESS THAN 1'--0"
N.T.S.
J 1
_
2 ROWS OF 100 NAILS
VARIES
AT 4" HORIZONTAL
SIMPSON LSTA24
- ' -' SPACING AT TOP AND
BOTTOM OF HEADER
STRAP AT HEADER
BEAM AND AT TOP 2X4
•'_^.:' .�:•';
TO POST TYP
( )
\� `
HEADER (REF. DETAIL
♦
, {,
FOR NAILING PATTERN)
\ (`
�� ;;
HEADER BEAM CONTINUOUS
.�• • ;
OVER SHEARWALL
1j" EXTERIOR
SHEATHING (TYP)
•
•/ •
HEADER TO
10D NAILS AT 6" VERTICAL
BEAM
/1
2-2X4 HEADER AT TOP SPACING AT EDGE
�. I >i i
BE OVERLAPED WITH
CONTINUOUS SHEATHING.
'
2-2X4 VERTICAL EACH SIDE
, J
2-2X4 BRIDGING AT SHEATHING SPLICE EXTERIOR SHEATHING
1-2X4 SILL AT BOTTOM SPLICE WITH 2 ROWS
(i
i
15/32" EXTERIOR SHEATHING.
OF 1 O NAILS AT 4"
HORIZONTAL SPACING
PER STUD (REF. DETAIL
♦ • ' ' ' ♦ ' '
• ♦ •
FOR NAILING PATTERN)
' ~ !\ •
r
\ J
SIMPSON LSTA24
�,
`
NOTES, IOD NAILS AT 12'
% I j
-4
STRAP AT BOTTOM
VERTICAL SPACING AT
7
(TYP.)
I. VERTICAL STUD AS REQUIRED INTERIOR IF STUD IS
FOR 16' MAX SPACING FOR EACH. INSTALLED,
I
j
• •
•'
t �`
• •
PERIMETER
2. REFERENCE DETAIL 2 FOR
~
BEAM/GIRDER
EXTERIOR VIEW OF TYPICAL
•'
SHEARWALL PANEL.
2 ROWS OF 10D NAILS
;•♦tom. (.�.•.•,•:�.••
TYPICAL 2 ROW NAILING PATTERN
I °°
'VARIES
INTERIOR VIEW OF TYPICAL
SECOND FLOOR SHEARWALL SYSTEM
N.T.S.
AT 4" HORIZONTAL \ \
SPACING AT MIDDLE 0A !'%ti ♦•lt°��
AND BOTTOM OF • ,
PERIMETER
BEAM/GIRDER AND
BOTTOM 2x4 SILL PLATE
(REF. DETAIL
FOR NAILING PATTERN)
EXTERIOR VIEW OF TYPICAL
4 SECOND FLOOR SHEARWALL SYSTEM
N.T.S.
SIMPc
STROI
PHD
SSTE
BOLI
2X4
f t
s h°Y
2 ROWS OF 10D NAILS a
AT 4" HORIZONTAL
SPACING (REF. DETAIL
FOR NAILING PATTERN) 4 4 a
"< a4
a a d n4
0
EXTERIOR VIEW OF TYPICAL
2 FIRST FLOOR SHEARWALL PAIS
N.T.S.
N.T.S.
ADD 144 REBAR IN MONOLITHIC
Z -2x4 VERTICAL FOUNDATION (NOT REQUIRED FOR
STEM WALL FOUNDATION)-�
J T�: EXTERIOR SHEATHING NOT SIMPSION SST$B�
SHOWN FOR CLARITY
ANCHOR BOLT
TYPICAL SIMPSON STRONG—TIE
PHD CONNECTION
EXTERIOR SHEARWA=
E CTQ 3 0,5. 4.S
W11117A18 and ,,x_, ,; ,�j not
be installednonrpowers vg
7 inches for a f ,,t wait h,igVlt
8nd 34 inches ftor 10 jaet ' j ii
height. Doublestuds at eRch enda
N.T.S.
ALLCONSTRUCTION MULE € Ir L ° WITH THE
E TD 10.49 a T 99. I C Ci A�4D ny
k
M11LYD° ELLIPol 0 CODE 2,000EDITI Id
AND STATE OF GEORGIA AMENDMENTS
I T MINIMUM EDGE
DISTANCE
3' TO 5'
6' MINIMUM
[VOTE, FOUNDATION TYPE SHOWN IS FOR DISPLAY
PURPOSES ONLY. SAME DETAIL APPLIES TO
BOTH MONOLITHIC AND STEM WALL FOUNDATIONS
TYPICAL SIMPSON SSTB ANCHOR
BOLT INSTALLATION
Ct,410 WALL CONSTRUCTION
0 AS L E E N D 'V-11", L I : 31 S 4" A
ESILT 14, r0CMDCE WITH
SST D 10-99 SECT. 305.211
FIGm 305;J AND 307. 3,11
8 SSM 10-9:9 CiECT. 2 3`6-4
�l
3- 211X 811
DOOR AND WINDOW HEADER
/,TES �,-:,qljl S
'- A W'D WAILFRA!,,A"NIG
�GT[) 0� 147 T, am t
a; aM2 ,
v 7,17
7j 1�
i W
3S
H E AT pt)Or- DECKING)
15132 INNSM'
2- 2"X 10" PLUS 2" X 6" SHOE—
DOOR
HOE—DOOR AND WINDOW HEADER
DECK RAILINGS TO CODE
2x10 FLOOR JOISTS @ 16" o.c.
st.I EA04au_ 4 t*v
UoWg e OFE-j,4 IkSgS
Jc�pr-0,4S*S
DECK RAILINGS TO CODE I A' -SQ
2x1O FLOOR JOISTS @ 16" o.c.
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Cl TO c' I �,P'i L 8 L
3D, 3 L
D NUT LOCATED
YVITH'01V INCES '- A, N' D 18 TO
48 IlMiNNION CEN�T_
FRAMING NOTES:
1. VERIFY DRAINS PRIOR TO JOIST PLACEMENT
2. PROVIDE SOLID BLOCKING @ 6'0" MIN. SPACING
3. PROVIDE DBL. JOISTS UNDER PARTITION WALLS RUNNING'
PARALLEL, TYP.
4. TRIPLE 2X10'S UNDER WALLS PARALLEL TO FLOOR FRAMING AS
SHOWN, SEE PLAN
5. USE PRESSURE TREATED BANDS @ PORCHES, TYP.
6. PROVIDE DBL. BANDS @ ALL OPENINGS, TYP.
CROSS SECTION
SCALE. 114" -- V-0"
cavle IsItyaps 10�01_
"Vivv%
ROOF FWAAHNG
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jNIMM-207
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ALLD'vMED ROOF LOES .PIE: 2112 - 714, _2 Fun �a`1000
WALL CONSTRUCTION. ALL HOLES IN HOLD DMINS
TO BE FILLED USING MANUFACTURER'S NAILS.
-RIDGE VENT
-2"X 10" RIDGE BOARD
-2" X 8" RAFTER@ 16" O.C.
-ROOF SHINGLES
TRI -FLEX 30 ROOFING UNDERLAYMENT
-1/2" CDX SHEATHING
9.5" INSULATION (06)
2" X 8" RAFTER@ 16" O.C.
2" X 10" CEILING JOIST @ 16"O.C.
2" X 6" RAFTER SHOE
I" X 8" FASCIA
RING JOIST
,2- 2" X 6" PLATE
R 11, INSULATION
2" X 6" PRE CUT STUD @ 16' O.0
1/2" CDX OR EQUAL SHEATHING
7" T.W.SIDING
2" X 6" SHOE
RING JOIST
2- 2" X 6" PLATE
R .1 INSULATION
2" X 6" PRE CUT STUD @ 16' O.0
1/2" CDX OR EQUAL SHEATHING
7" T.W.SIDING
All Insulations must
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AMwwff#M,tS
1/2" A.C. PLYWOOD
9.5" INSULATION 9$0
16" X 16" POURED CONC.PIER
FILLED W/3000psi CONC.
REINFORCED W/2 #5 VERT., TYP.
36" X 36" X 20" POURED
CONC. FOOTING 3000psi
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THE BOTTOM OF THE FOOTING MUST BE
A MtNIMUM CF INCHES BELOW FINAL GRADE.
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Wd!RLY WELLING CODE EDITION
AND STATE OF GEORGIA AMENDMENTS
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THE GOTTON1 OF THE FOOTHIG IOUST BE
Ai$II%s�.�I- OF4-12-INCHES BELW FINAL GRADE.
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SEE ELEVS.
P.T. 2x8 PLATE W/10"x5/8" DIA.
BOLT AND 3x3x1/8 WASHER
0 48"a.c.
EXTERIOR STUCCO
FOUNDATION
1 15 REBAR 0 48"o.c.
AND 0 EACH CHANGE
IN DIRECTION. GROUT
SOLID (MIN. 24" LAP) ��
FINISHED GRADE (VARIES)
♦ ark
4
2x6 P.T.
3/4" FINISH WOOD FLOOR
OVER 3/4" T&G SUBFLOOR
FINISHED FLOOR ELEV. MATCH EXISTING
2x10's 0 16"o.c.
JOIST,
— -------EMBEDDED SIMPSON PA 51
STRAP AT EVERY 32"o.c.
OR EVERY PIER, TYP.
FINISHED GRADE
(SLOPE TO DRAIN)
' OF FTG. (FIELD VERIFY)
8" CMU, POUR SOLID (° ° #4 HORIZ. REBAR
a i 0 24"o.c.
U „)
4. 4 � 4° ° � 4 #5 CONT.
s., :'.�......�: 4 REBARS
TYPICAL FOUNDATION SECTION
SCALE: 3/4"=1'--0"
2x6 FRAMED WALL
VERIFY WITH MANUF.
SPECS. ----�_
FINISHED FLOOR ELEV.
MATCH EXISTING
FLOOR JOISTS SEE FND. PLAN
FIN. FL. ELEV. 15.00 MSL
(VERIFY W/MANUF SPES.)
8" THK. 3,000 psi CONC.
W/6x6 W1.4xW1.4 WWF
ON 6 MIL VAPOR BARRIER
OVER TERMITE TREATED
COMPACTED FILL
12"
BLOCKING
AS REQ'D.
3/4" SUBFLOOR
NAIL & GLUE -
2x10's -- SEE
FOUNDATION PLAN
FOR SPACING
SIMPSON PA51 FOUNDATION
ANCHOR STRAP (INSTALL
2—#5 HORIZONTAL BAR 6"
FROM TOP OF PIER. PLACE
DIAGONALLY AND TIE TO
VERTICAL REINFORCEMENT
AS SHOWN BELOW)
4" FIN. FLOOR
ER 3/4" SUB -FLOOR
iso
• a FLOOR JOISTS SEE FND. PLAN
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MIL. VAPOR BARRIER
L. HEADER, TYP.
--- 8" CMU/#5
DOWEL 16 o.c.
12" W/SOLID POUR
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TOP & BOT.
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SEE PLAN
CONT. CONC. FOOTING.
TIE FOOTINGS W/#5
REBARS, TYP. EA. WAY
ELEVATOR FOUNDATION SECTION
SCALE: 3/4"=1'-0"
NOTE: VERIFY FOUNDATION PIT W/ELEVATOR MANUF.
3"
JOIST HANGER, TYP.
9-16dNAILS @
EACH ANCHOR
rFINHED FLOOR ELEV. MATCH EXISTING
2x12 GIRDER
---P.T. 2x6x12
t'2.ii X tf��� t�t�rt•
12" CMU PIER W/ 2--#5 VERT
° BARS W/ 90' BEND AND 6" MIN
EMBED INTO FOOTING (25" MIN
OVERLAP) FILL CELLS SOLID WITH
3000 PSI GROUT.
COMPACTED SOIL
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TYPICAL INTERIOR
PIER SECTION
SCALE: 3/4"=1'--£?"
4--#5 E.W.
GENERAL NOTES:
1. SEE SHEETS A6 AND A7 FOR SHEARWALL AND HOLDDOWN ANCHORAGE DETAILS.
FOUNDATION NOTES:
1. CONCRETE SHALL DEVELOP 3000 PSI AT 28 DAYS. FLASH IS NOT ALLOWED IN THE
CONCRETE MIX.
2. COMPACTION REQUIREMENTS: (STD. PROCTOR) UNDER FOOTING: 98% UNDER SLAB: 97%
3. SOIL BEARING VALUE: 1500 SF
4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GR 60.
5. LAP CONTINUOUS BARS AT 30 BAR DIAMETERS. WHERE REQUIRED PROVIDE CORNER
BARS AT CORNERS.
6. MINIMUM CONCRETE PROTECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTES:
FOOTINGS (BOTTOM AND SIDES) ............ 3" CLEAR
PIERS OR COLUMNS BELOW GRADE ....... 3" CLEAR
PIERS OR COLUMNS ABOVE GRADE ........ 1 1/2" CLEAR
7. CONCRETE SLAB ON GRADE MINIMUM REINFORCEMENT TO BE 6 X 6 10/10 WWF PER
CUBIC YARD. FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE PER CUBIC YARD,
FIBER MANUFACTURERS MUST DOCUMENT EVIDENCE OF FIVE YEARS SATISFACTORY
PERFORMANCE HISTORY. COMPLIANCE WITH APPLICABLE BUILDING CODES AND
ASTM C-1116, TYPE III. 3G It
S. VERIFY FINISH FLOOR ELEVATION NTH THE SITE PLAN.
9. BOTTOM OF ALL FOOTINGS SHALL BE 4-2INCHES MINIMUM BELOW FINISH GRADE.
SEE FOUNDATION PLAN FOR ELEVATION OF TOP OF FOOTINGS.
10. STEP FOOTINGS BELOW THE PLUMBING LINES. COORDINATE UNE DEPTH AND LOCATION
WITH THE PLUMBING CONTRACTOR.
11. ALL CONCRETE WORK SHALL CONFORM TO A.C.I. 301 REQUIREMENTS.
12. GARAGE: 16'x 24' MONOLITHIC SLAB FORMED WITH 2" x 12" LUMBER
o 0T :1,
a s � Fi "a ,1 N(" -E-177910 I SECT. 14, 3.
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�1,11area uBffi, S G u 3' ���4� 4.5'x, tkr #R,$ k
10 INCHESS THICK. WIT11 l,',J0 NO.5aC AR.
THE BOTTOM OF THE FOOTING MUST BE
MINIMUM F INCHES BELOW FINAL GRADE.
aro � i
ANIZ
OR BOLT
1/8 UNCH TIFlICK AND REQUIRED NUT LOCATED
TITIN 12 INCHES OF CORNERS AND IS T
45INC"HES ON CEVER.
ALL C 0 US T 19 ACTION h,SIJ 8 T ICOIAA P Ly W, I T H TRE
SS T D do • 49 ANtD T r° E IC 0jlglz A ND TWO
FAMILY DWELLING CODE ,R— EDITION
AND STATE OF GEORGIA AMENDMENTS
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GENERAL STRUCTURAL NOTES
RESIDENTIAL DESIGN
(SAVANNAH/CHATHAM COUNTY, GEORGIA)
T 1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE FOLLOWING:
(A) INTERNATIONAL RESIDENTIAL CODE - 2000 (IRC -2000)
(B) STANDARD FOR HURRICANE RESISTANT RESIDENTIAL
CONSTRUCTION SSTD-10-99
(C) WOOD FRAME CONSTRUCTION MANUAL FOR ONE - AND
TWO-FAMILY DWELLINGS (1995 SBC HIGH -WIND EDITION)
2. DESIGN CRITERIA:
ROOF LIVE LOAD ----- 20 PSF
FLOOR LIVE LOAD ---- 40 PSF
WIND LOAD PER IRC 2000
(A) BASIC WIND SPEED (3 -SECOND GUST) 130 MPH
(B) EXPOSURE C
3. WINDOWS, GLASS DOORS, & SKYLIGHTS SHALL BE APPROVED AND
INSTALLED TO COMPLY WITH BOTH NEGATIVE AND POSITIVE PRESSURES
AS REQUIRED BY THE SSTD 10-99. DOCUMENTATION OF COMPLIANCE
SHALL BE AVAILABLE ON SITE FOR EACH WINDOW, DOOR OR SKYLIGHT
AT THE FRAMING INSPECTION. (SSTD TABLE 602A1, 602A2, 602A3).
4. IF APPROVED DOORS, WINDOWS OR SKYLIGHTS ARE NOT USED, THEN
WOOD STRUCTURAL PANELS MUST BE PROVIDED FOR EACH OPENING.
PANELS WILL HAVE A MINIMUM THICKNESS OF 7/16 INCHES AND A
MAXIMUM SPAN OF 8 FEET. PANELS MUST BE PRECUT TO SIZE WITH
ATTACHMENT HARDWARE PROVIDED AND NUMBERED SO THAT A HOMEOWNER
WILL BE ABLE TO IDENTIFY THE PROPER LOCATION FOR EACH PANEL.
(IRC 301.2.1.2 AND SSTD 604).
SIMPSON
PHD5—SDS3
5/8"0 SIMPSON
SSTB ANCHOR
BOLT (SSTB24)
ENDWALL
!NER STUD
INECTED TO
NSFER SHEAR
•16d COMMON NAILS
6" O.C. MIN ON BOTH
EF. PLAN VIEW}
CORNER HOLDOWN WITH SINGLE ANCHOR
BEND ADDITIONAL STRAP
OVER TOP OR
Simpson Strong—Tie
PA51
INTERMEDIATE HOLDOWN WITH PA51 (SIMILAR PA68)
NOTE: SEE TYPICAL WALL SECTION.
OR
16d COMMON
LS 0 6" O.C.
I ON BOTH SID
SIMPSI
PHD5—SD'.
5/8"0 SIMPSON
SSTB ANCHOR
BOLT (SST824)
TYPICAL
SHEATHIN
(REF, DEI
RIGHT FO
EXTERIOR
NAILING I
SECOND F
FRAMING
(VERTICA
WALLS B
SHOWN F
USE CONT
SHEATHINI
SECOND F
FRAMING
STAGGAR
HORIZON'
CKMWAI
5/8"0 SIMPSON
SSTB ANCHOR
BOLT (SSTB24)
=R STUD
=CTED TO
,FER SHEAR
SIMPSON
PHD5—SDS3
CORNER HOLDOWN WITH TWO ANCHORS
NOTE; APPLY LIQUID NAIL TO STRUCTURAL SHEATHING
PRIOR TO NAILING, TYPICAL,
TYPICAL -EXTERIOR SHEATHING INSTALLATION PATTERN
JD
TO
'HEAR
I
DS3
D ANCHORS
SIMP
PHD5—S
J"0 A307 THREADED ROD
W/ 12" MIN. EMBEDMENT
IN EPDXY
5/8"o SIMPSO'
SSTB ANCHOR
BOLT (SST824
CORNER HOLDOWb —WMJ SINGLE ,ANCH0F2
ON STEM WALL
NOTE: SEE FOUNDATION PLAN FOR LOCATION.
TYPICAL CORNER ANCHOR BOLT OPTIONS
N.T.S.
B ROWS OF IOD NAILS •
AT 4' HORIZONTAL 10D NILS AT 6 VERTICAL
SPACING AT TOP PLATE SPACING AT EDGE (TYP)
(REF, D£TAIL FOR
NAILING PATTERN)
• °-
2 RCiWS tiF' IUD NAILS
AT 4' HORIZONTAL a/a
SPACING AT BOTTOM
PLATE: CREF. DETAIL FOR PICAL 2-RQW NAIING PATTERN
NAILING PATTERN)
NOTE, APPLY LIQUID NAIL TO STRUCTURAL SHEATHING
PRIOR TO NAILING, TYPICAL.
TYPICAL EXTERIOR SHEATHING NAILING PATTERN
TYPICAL EXTERIOR SHEATHING NAILING PATTERN
N.T.S.
ENDWALL
4ER STUD
VECTEO TO
4SFER SHEAR
SIMPSON
PHD5--SDS3
CORNER HOLD9.WN WITH EPQXY SET ANCHORS
SIMPSON BP J" BEARING PLATE
(OPTIONAL LTT20B w/10 -16d
PHD ANCHORS COMMON OR HTT22 w/32 -16d
SINKERS FASTENED TO BEAM OR
HEADER)
ALL CMNISTRUCTION I 'ST C"'NPLYW, IT H7HE
SSTD tO.99 ANDTHE IRC ONE AN07W
FAMILY DWELLING CODE *2-( EDITION
AND STATE OF GEORGIA AMENDMENTS
FD
SHEAR EXTERIOR SHEARINALLS
N
SrTo I 0-S3 SECT 305.42
SDS3
Windows n I IS 1010l
b im II es r r,,o Bars L"1l�l
7 kiches for S feet well helght
and 34 111for 10 fast wafl
ifiR Doubje studs at each end.
fNTERMEb1AT HOLDQWf�L WITH SINGLE ANCHOR
QN STEM_WALL
NOTE: SEE FOUNDATION PLAN FOR LOCATION.
DOUBLE 2s MINIMUM
FOR HEADER OR BEAM
HOLLOW PERMACAST COLUMN
NOTE:
ROOF FRAMING NOT SHOWN FOR
CLARITY. ALL RAFTERS MUST BE
ATTACHED TO HEADER OR BEAM
WITH SIMPSON H2.5A.
1/2"i0 A307
THREADED ROD w/6" MIN. EMBED
INTO FOUNDATION W/EPDXY ADHESIVE
SIMPSON CNW 1/2
COUPLER NUT
MIN EMBED INTO SOLID FOUNDATION
FOUNDATION PLAN FOR FOUNDATION TYPE
TYPICAL COLUMN HOLDOWN ANCHOR
N.T.S.
• '
EXTERIOR SHEATHING
IOD NAILS AT 4'
HORIZONTAL SPACING
AT EACH END OF
• •
EXTERIOR SHEATHING AT
PANEL SPLICE
]',�INTERIOR
10D NAILS AT 12"
• •
VERTICAL SPACING AT
STUD (TYP)
• °-
2 RCiWS tiF' IUD NAILS
AT 4' HORIZONTAL a/a
SPACING AT BOTTOM
PLATE: CREF. DETAIL FOR PICAL 2-RQW NAIING PATTERN
NAILING PATTERN)
NOTE, APPLY LIQUID NAIL TO STRUCTURAL SHEATHING
PRIOR TO NAILING, TYPICAL.
TYPICAL EXTERIOR SHEATHING NAILING PATTERN
TYPICAL EXTERIOR SHEATHING NAILING PATTERN
N.T.S.
ENDWALL
4ER STUD
VECTEO TO
4SFER SHEAR
SIMPSON
PHD5--SDS3
CORNER HOLD9.WN WITH EPQXY SET ANCHORS
SIMPSON BP J" BEARING PLATE
(OPTIONAL LTT20B w/10 -16d
PHD ANCHORS COMMON OR HTT22 w/32 -16d
SINKERS FASTENED TO BEAM OR
HEADER)
ALL CMNISTRUCTION I 'ST C"'NPLYW, IT H7HE
SSTD tO.99 ANDTHE IRC ONE AN07W
FAMILY DWELLING CODE *2-( EDITION
AND STATE OF GEORGIA AMENDMENTS
FD
SHEAR EXTERIOR SHEARINALLS
N
SrTo I 0-S3 SECT 305.42
SDS3
Windows n I IS 1010l
b im II es r r,,o Bars L"1l�l
7 kiches for S feet well helght
and 34 111for 10 fast wafl
ifiR Doubje studs at each end.
fNTERMEb1AT HOLDQWf�L WITH SINGLE ANCHOR
QN STEM_WALL
NOTE: SEE FOUNDATION PLAN FOR LOCATION.
DOUBLE 2s MINIMUM
FOR HEADER OR BEAM
HOLLOW PERMACAST COLUMN
NOTE:
ROOF FRAMING NOT SHOWN FOR
CLARITY. ALL RAFTERS MUST BE
ATTACHED TO HEADER OR BEAM
WITH SIMPSON H2.5A.
1/2"i0 A307
THREADED ROD w/6" MIN. EMBED
INTO FOUNDATION W/EPDXY ADHESIVE
SIMPSON CNW 1/2
COUPLER NUT
MIN EMBED INTO SOLID FOUNDATION
FOUNDATION PLAN FOR FOUNDATION TYPE
TYPICAL COLUMN HOLDOWN ANCHOR
N.T.S.
st—
C14
,
CHAIN LINK FENCE 00 LINE F P.O.C. '0 OYIN
7.19
\,N
00*5313
FENCE ON
t4y kl
CIAP'l 1N -U-) ,
C.0
0 —5
6
7
0 LOT I
9.1
THERE ARE APPROX.
(MAC
NOTE: ACCORDING 1'0 'FIRM' 135164 01
C, DATED 6/17/86
R.FF. P1 4r
THIS SITE IS IN AN 'A8-12' FLOOD ZONE.
FROM 10" TO 14"
REFERENCE: S.M3, 29S-37 & A-94,
4_4
0
R 01 P. T i
F.P,O.C. = FENCE POST ON CORNER
ALL CORNERS ARE 1/2" RE—BARS
BLUE FLAG
L
�J
FOUND UNLESS NOTED OTHERWISE
WATER LINE
O
(TYPICAL)
-J
F.P.O.C. S5t
LOT 3
20'
st—
C14
,
CHAIN LINK FENCE 00 LINE F P.O.C. '0 OYIN
7.19
\,N
00*5313
FENCE ON
t4y kl
CIAP'l 1N -U-) ,
C.0
0 —5
6
7
0 LOT I
9.1
rC)AV TDt:17
0 ®T 2
P * PINE TREE
0 0 CHINABERRY
.oA BENCHMARK CN 0
20' BUILDING SETBAUK LINE I
R.R. SPIKE IN PALM N 0 PALM TREE
c4
0 00
0
M _.��41r
i5_ EL. 8.98 (NGVD 29)
24"
F6'
0 0;49'
8 S 07*40'00'i W
90.49
N 07",V E
Og I Lo_(L
P
U: P
<b- t�p Cp
CEDARWOOD DRIVE R/W VARIES
NOTE. REVISED FEBRUARY 21, 2006 TO ADD TREES AND LOCATION
STATE OF GEORGIA AND ELEVATIONS OF PAVEMENT IN CEDARWOOD R/W.
CHATHAM COUNTY
PLAT OF LOT 2 OF A SUBDIVISION OF PARCELS 1 & 2 OF A
RECOMBINATION OF PORTIONS OF LOTS 1,2 & 3 BLOCK 14, LOT 2
BLOCK 289 ELMWOOD AVENUE, BAYWOOD, BUCKLEY PARK PLACE
AND ALL OF LOT I BLOCK 15, FORT SCREVEN WARD, TYBEE ISLAND.
DATE OF SURVEY- OCTOBER 8, 2003
DATE OF PLAT- JANUARY 25, 2004 (LAST REVISED FEBRUARY 21, 2006) GE0 R
SCALE: 1 30'
IN MY OPINION THIS PLAT IS A CORRECT 01 30' 60' No. 5
REPRESENTATION OF THE LAND PLATTED
MAXIMUM BERT BARRETT,JR. U __K
FIELD TOLERANCE .04 LAND SURVEYING, P.C. &
BARRY
ADJ. METHOD 145 RUNNER ROAD
E.O.C. PLAT 1/ 58,9.84 SAVANNAH, GA. 31410 �� 2 /��
TOTAL STATION GEODIMETER 610 (912) 897-0661
(F.B. 009-05C-2)
SIM
AMMACIP. IELEVA
le
90
T Wd Development Code
P-080
All driveways must be constructed
of permeable rnatedalvi�.
Tybee Land DMIOPrrlent Code
3-080-B-1
A driveway opening
which
connects a residential lot with
a public street shall not be
greater than twenty-five (25)
feet in width -
SET BACKS REQUIRED
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THERE ARE APPROX.
1'2' PINES TREES IN
THE HATCH AREA
Iro
RANGING IN, SIZE
FROM 10" TO 14"
4_4
0
�N
BLUE FLAG
14"
INDICATING
LOCATION OF
WATER LINE
,114
121,
(TYPICAL)
LOT 3
20'
rC)AV TDt:17
0 ®T 2
P * PINE TREE
0 0 CHINABERRY
.oA BENCHMARK CN 0
20' BUILDING SETBAUK LINE I
R.R. SPIKE IN PALM N 0 PALM TREE
c4
0 00
0
M _.��41r
i5_ EL. 8.98 (NGVD 29)
24"
F6'
0 0;49'
8 S 07*40'00'i W
90.49
N 07",V E
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P
U: P
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CEDARWOOD DRIVE R/W VARIES
NOTE. REVISED FEBRUARY 21, 2006 TO ADD TREES AND LOCATION
STATE OF GEORGIA AND ELEVATIONS OF PAVEMENT IN CEDARWOOD R/W.
CHATHAM COUNTY
PLAT OF LOT 2 OF A SUBDIVISION OF PARCELS 1 & 2 OF A
RECOMBINATION OF PORTIONS OF LOTS 1,2 & 3 BLOCK 14, LOT 2
BLOCK 289 ELMWOOD AVENUE, BAYWOOD, BUCKLEY PARK PLACE
AND ALL OF LOT I BLOCK 15, FORT SCREVEN WARD, TYBEE ISLAND.
DATE OF SURVEY- OCTOBER 8, 2003
DATE OF PLAT- JANUARY 25, 2004 (LAST REVISED FEBRUARY 21, 2006) GE0 R
SCALE: 1 30'
IN MY OPINION THIS PLAT IS A CORRECT 01 30' 60' No. 5
REPRESENTATION OF THE LAND PLATTED
MAXIMUM BERT BARRETT,JR. U __K
FIELD TOLERANCE .04 LAND SURVEYING, P.C. &
BARRY
ADJ. METHOD 145 RUNNER ROAD
E.O.C. PLAT 1/ 58,9.84 SAVANNAH, GA. 31410 �� 2 /��
TOTAL STATION GEODIMETER 610 (912) 897-0661
(F.B. 009-05C-2)
SIM
AMMACIP. IELEVA
le
90
T Wd Development Code
P-080
All driveways must be constructed
of permeable rnatedalvi�.
Tybee Land DMIOPrrlent Code
3-080-B-1
A driveway opening
which
connects a residential lot with
a public street shall not be
greater than twenty-five (25)
feet in width -
SET BACKS REQUIRED
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