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VERTICAL A#! SIDE
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SHEARWALL SHOWN IN WIDTH BETWEEN V -0" TO 2 " -0i' REF.
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DEVELOPER CONTRACTOR Goster
P.O. Box
Tybee Island, . # t
3. 24 HOUR CONTACT : Amy Garter
912-441-7899
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH
CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FC
EROSION CONTROL IN GEORGIA.
5. PRIOR TO ANY OTHER CONSTRUCTION. STABILIZED CONSTRUCTION EXITS SHALL BE
CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL
ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED.
S. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS. ALL PERIMETER
EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE
INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER
GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL
DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE
PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAG
PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION
Car ITROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY
PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY
PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1
3. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCT11
PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM.
S. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED. FOR AN'
REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY 1
1 J. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT
AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS.
11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED
INITH SEDIMENT.
12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
FUNCTIONING EROSION CONTROL SYSTEM.
13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS
ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED.
14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFI
PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL
STABILIZED WITH TEMPORARY SEEDING.
IS. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED
BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING°.
17. VEGETATIVE METHODS:
A VEGETA11VE COVER SHALL BE ESTABLISHED AND MAINTAHOM �•�'° " • "
f�MAn #Lf^ ta— --
-An Approved Set Of Plans Must
Remain on job Site at All Timse
All 13190triael
comply V11% Tsllu @4wrio
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Code—&ILRUITIC"n Qrh-
of
All Plumbing Installatlons must
com w
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All Insulations must
comply with The Georgia
State Energy Code
—Edition
and State of GOW216
Amendments
A minimum of two (2) means of egress
shill be provided and shall be arranged
to minimize the possibility that both
might be. ,tend .-. - ed impassible by the
OWe urge clanclition.
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SERVICE EQUIPMENT -- DISCONNECTING
MEANS NECIALL230.70
Means shall be provided to disconnect all
conductors in a building or other structure
from the service•entrance conductors.
I
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ABEREMATIOU
ABV.
ABOVE
MIN.
MINIMUM
A/C
AIR CONDITIONING
MIR.
MIRROR
A.F.F.
ABOVE FINISHED FLOOR
N.T.S.
NOT TO SCALE
AMSL
ABOVE MEAN SEA LEVEL
OC.
ON CENTER
B.C.
BASE CABINET
O.H.
OVERHANG
BRG.
BEARING
OV:
OVENS
BTWN.
BETWEEN
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PANTRY
CAB.
CABINET
P.C.
PULL CORD
CAR.
CARPET
PK.
POCK ET
OATH.
CATHEDRAL
PLWD.
PLLAT
PLYWOOD
CJ
CEILING JOIST
PSF
POUNDS PER ;
CLG.
CLO.
CEILING
CLOSET
P.T.
PRESSURE THE
CMU
CONCRETE MASONRY UNIT
RA
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RETURN AIR
ROD AND SHEI
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CONC.
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CONCRETE
REF. or REFG.
REFRIGERATOR
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FIBERMESH AT PERIMETER.
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W /6x6 1.4x1.4 WWF OR
FIBERMESH 6 MIL
VAPOR BARRIER FIN. FL
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COMPACTED CN
OF ORGANICS
1 OF 250C# PSF
1 3000 PIA
CONCRETE FOOTING
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FOOTING SECTION
SCALE: 3/e=1'—O"
OBL• LAYER OF 6x6 1.41.4 WWF
FIBERMESH AT PERIMETER.
4" 3,000 PSI CONG SLAB
W/'6x6 1.4x1.4 WWF OR
FIBERMESH 6 MIL.
VAPOR BARRIER
FIN, FL. EL. I SEE PLC
COMPACTED OR UNDISTURBED SOIL FREE
OF ORGANICS MIN. LOAD BRG. CAPACITY
OF 2500 PSF MUST BE VERIFIED BY CONTF
ELECTRICAL LEGEND
CHANDELIER
.0=
OUTLET 17Ov.
RECESSED INCANDESCENT
OPF1
OUTLET W /GR
- 3-
CEILING MOUNTED FIXTURE
OF
OUTLET WATE!
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WALL MOUNTED FIXTURE
#'
RECESSED IN(
RECESSED DIRECTIONAL
ce
OUTLET 220v.
$
SWITCH SINGLE POLE
OUTLET (COUI
$3
3 -WAY SWITCH
OUTLET GARA
$4
4--WAY SWITCH
SMOKE DETEC
RECESSED FANLIGHT
THERMOSTAT
RECESSED FAN
Q
TV CABLE JAi
FLORESCENT FIXTURE
DOOR BELL B
FLORESCENT BULB
GARAGE DOOf
FLOOD LIGHT
CEILING FAN
PHONE JACK
PHONE JACK (FLR. MT.)
CEILING FAN
BREAKER PAh
1/2 POLE OUTLET
CHIME
COWS LIGHT FIXTURE
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SCALE: 31e=l' -O"
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CHANDELIER
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RECESSED INCANDESCENT
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OUTLET W /GROUN
CEILING MOUNTED FIXTUREWp
OUTLET WATER PI
WALL MOUNTED FIXTURE
RECESSED INCANE
RECESSED DIRECTIONAL
i&
OUTLET 220v.
$
SWITCH SINGLE POLE
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OUTLET (COUNTEF
$3
3 -WAY SWITCH
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OUTLET GARAGE
$4
4--WAY SWITCH
0
SMOKE DETECTOR
RECESSED FAN /LIGHT
THERMOSTAT
RECESSED FAN
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TV CABLE JACK
FLORESCENT FIXTURE
Q
DOOR BELL BUTT
FLORESCENT BULB
GARAGE DOOR BC
FLOOD LIGHT
CEILING FAN
V
PHONE JACK
CEILING FAN W/L
PHONE JACK (F'LFt. MT.)
BREAKER PANEL
1/2 POLE OUTLET
CHIME
/2"s
COVE LIGHT FIXTURE
$
SWITCH W/DIMMEI
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CATV OR EQUAL
JUNCTION
ELECTRICAL 1. ALL TYPICAL RECEPTACLES a, r BE PLACED
ABOVE i'O
2. MINIMUM 12 GAUGE ELECTRICAL VARING. USE ONLY f!
COMPMY PHONE LINES. COORDINATE SEPARATE PHONE FOR FAX & SPECIAL
PURPOSES SE M '.. i , E _
PROVIDE ELEC./BATTERY BACK-UP fs' DETECTOR&
V:'-'ATE AS DIRECTED. SEE PLANS
LOCAL. STATE. AND
r TIE -Dow ANCHORING sYsTm TD GE
AS PER MANUF. SPECS. i - V" 1-15 W
WINDOW 5CHEDULE U
SYMBOL SIZE Cif AN. DESCRIP11ON
A 55x B0 5 DBL. HUNG — DBL. UNIT
B 28x 40 6 DBL. HUNG _ SIN. UNIT
G 26X 36 1 DBL. HUNG — SIN. UNIT
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"B PAN. i r Er
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PAN. POCKET
r; i ifUl PANEL
D : i STEEL PANEL
PANEL
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PAN. POCKET
i
CASED i - ING
WINDOW 5CHEDULE U
SYMBOL SIZE Cif AN. DESCRIP11ON
A 55x B0 5 DBL. HUNG — DBL. UNIT
B 28x 40 6 DBL. HUNG _ SIN. UNIT
G 26X 36 1 DBL. HUNG — SIN. UNIT
ALL
With
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! 1
1) ALL WORK R CONFORM 70 THE REQUIREMENTS OF #, # J
INTERNATIONAL r OD #
:tt STANDARD FOR RESIDENTIAL CONSTRUC71ON
HIGH—WIND REGIONS. # # R+ R
# R Rr
DESIGN CRITERIA:
RO • r # '-
WIND LOAD PER IRC 2012
(A) BASIC ! SPEED (3-SECRNr GUST) # MPH MAX
EXPOSURE
AND
THE -#
ICC-4111
• -R
11 lei �T T' m I �., ## ===E
N
1. DESIGN PRESSURE (DP) VALUES ARE LISTED
2. h - MEAN ROOF HEIGHT AND IS MEASURED
3. d = LENGTH OF ZONE (5) LOCATED AT THE
OF THE FOLLOWING CRITERIA:
A. THE SMALLER OF THE FOLLOWING:
I. 1OX OF THE LEAST HORIZONTAL DIMEN
II. OR; 4h
B. BUT NOT LESS THAN THE LARGER OF ETT
I. 4X OF THE LEAST HORIZONTAL DIMENS
11. OR; 3 FEET
ar"-40
MAN
M �t
2" BED & COVE MOULD
FLASHING, T°YP, -\
TY
a &COVE
IN G, TYP.
6" CORNER
BOARD, TYP.
SEE DET. SIT; A3.-
D8L 3RIM 8Q,
SEE SECT NVS SHT.
!LOA f, I'll iiZ*� I I t A
1. RAFTER — 2 X 8 0 167. THEY ARE CUT IN TO HIPS, RIDGES, ETC. UNLESS NOTE
2. COLLAR TIES — 2 x 6 0 16" 0. C. AT ALL RIDGES.
3. ALL BRACES ARE 2 -2 x 4 NAMED WITH 16 PENNY NAILS 0 9' O.C. VERTICALLY
BOTTOM. BRACES LARGER THAN 10' MUST BE BRACED HORIZONTALLY.
4, ALL HIPS ARE RIDGES ARE A MINIMUM OF ONE SSZE LARGER THAN RAFTERS UNU
& ALL HOGS ON CEILING JOISTS OR RAFTERS ARE 2 x 6 0 16" O. C. UNLESS NOTE
& MA)QMUM SPACING OF RAFTERS BRACES — RAFTERS CAN BE SPLICED OVER HOG`
FOR 2 x 6 HOG-- - - - -6' O.C.
FOR 2 x 8 HOG--- - - - -7' — 6" O.C. /--16P NAILS 0
7. DETAILS ,l 6'o c. VERT.
.a
FRAMING CONSTRUCTION — OTHER THAN ROOF
1. ALL WORK SHALL CONFORM 1 TO LOCAL CODE I EQUIREMENT&
2. ALL ,SST% ORDERS AND EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #a
3. ALL OTHER LUMBER CAN BE SPRUCE #2 UNLESS NOTED OTHERWISE.
4. STEEL BEAMS MUST HAVE 5-24 STUD JACKS UNDER EACH END SUPPORT UNLES
& MICRO —LAM BEAMS MUST HAVE 3-2x8 STUD JACKS UNDER EACH END SUPPORT I
6. ALL WOOD JOISTS AND OPEN JOISTS MUST BE BRACED IN ACCORDANCE WITH MAb
DETAILS SHOWN ON PLANS.
7. ALL RAFTER BRACES MUST HAVE 2 STUDS FROM PLATE TO FOUNDATION OR BEAK
NO BRACES ON CEILING PLATE WITHOUT STUDS DIRECTLY UNDER THEM.
& WHERE PARTITIONS FALL BETWEEN FLOOR TRUSSES 2" x 4" LADDERS 0 16" O.C. N
PERPENDICULAR TO THE TRUSSES M SUPPORT THE PLYWOOD DECKING.
9. ON ALL OPEN NO RAW TRUSSES OVER A 10 SPAN A MINIMUM SINGLE LINE OF
70 DIAGONAL MEMBERS OR VER71CAL MEMBERS IN THE APPROAMATE MID —SPAN A
10. WHERE CEILING JOISTS ARE PARALLEL TO EXTERIOR WALLS AND RAFTERS BEAR 01
ADJACENT TO CEILING JOISTS, BRAN RAFTERS AND TOP PLATE TC1 2x6 HOGS B'
LENGTH OF CEILING JOISTS.
11. ALL 2 — STORY OPEN GREAT ROOMS, LIVING ROOMS, WITH 2 OR MORE ADJACENT
OPENINGS OF 3 FEET OR LESS MUST USE A 3-1/2" x 3-1/2" x ' STEEL ANGLE
PLATE LAGGED TO ! LNG .ENDS WITH " x 3" LAGS 0 24' ON CENTER VERTICALLY
PLATE WITH 1— 1/ x LAG THRU A 'PLATE AT THE TOP AND BOTTOM. MULT
SPACE BETWEEN ROUGH OPENINGS SHALT. HAVE AT LEAST 1— STEEL. ANGLE VERTIC
THE SHEATHING ON THIS STEEL REINFORCED PARTITION SHALL BE " PLYWOOD, NO
BE PERMITTED.
12. HEADERS SHALL BE AS SHOWN UNLESS NOTED DIFFERENTLY ON PLANS:
(a) INTERIOR
(1) SPANS UP TO 2' -6" — 2 -2x6's
2) SPANS 2' -6' TO 3' -6' — 2 — 2x6'9
4 SPANS 3' -6' TO 6' -6" — 2 — 2XIO's
SPANS 6' -6" OR MORE SEE PLAN
(b) EXTERIOR
�1) SPANS UP TO 2' -0' — 2 -2X8'8
2 FANS 2' -0" 7+0 3' —O" — 2— 2x8'$
(3 FANS 3' -0" TO 5' -0" — 2- 2X10's
(4 SPANS 5' -0" OR MORE SEE PLAN
13. USE 15/320 COX PL EXTERIOR SHEATHING. RUN CONTINUOUSLY FROM TOP
NAIL PER 2CODE REQUIREMENTS.
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