Ocean Boulevard 330I
50.00
LOT :26, 5LOCK 24
OCEAN 50L)L E
A 7 A N 7 I G SEACHI- PLOfiI DA
by
�3a 0 cFAA)
NV 7E5
1. VEHICULAR SITE ACCESS AND
MATERIAL STORA&E SHALL BE
CONFINED TO THE AREAS DESIGNATED
FOR CONCRETE DRIVE AND WALKWAYS.
2. ALL TREES TO REMAIN ON THE SITE SHALL
BE BARRICADED IN ACCORDANCE WITH
ATLANTIC BEACH TREE PROTECTION
REOUIRE111-4ENTS. NO MATERIALS SHALL BE
STORED WITHIN THE BARRICADED AREA.
S. IT 15 INTENDED THAT THESE DRAWIN65 ARE
PREPARED FOR A BUILDING THAT WILL CONFORM
TO THE LATEST EDITION OF THE "STANDARD
BUI LDI N6 CODE" AS COPYWRITTED BY THE
"SOUTHERN BUILDING CODE CONGRESS
INTERNATIONAL INC."
4. THE BUILDING CONTRACTOR 15 RESPONSIBLE
FOR COMPLIANCE TO THE CODE REGARDLESS
OF ANY M1551N6 OR INCOMPLETE DETAILS OR
NOTES.
5. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS
SHALL CONFORM TO ANY LOCAL ORDINANCES
AND SHALL VERIFY ALL DIMENSIONS, MATERIALS
AND CONDITIONS, AND SHALL NOTIFY FORM +
SPACE, INC. IN WRI Ti NG OF ANY V I SCREPENC I E5 PRIOR TO
PROCEEDIN& P41TH HIS KAK.
b. THESE DRAWIN65 ARE PREPARED FOR DESIGN
AND 5TRUGTURAL REFERENCE ONLY. THE ELECTRICAL
FLOOR PLAN 15 INTENDED ONLY TO BEST
LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES.
ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER
BUILDINGS SYSTEMS, 1F ANY, ARE TO BE DESIGNED,
ENGINEERED, AND ARE THE SOLE RESPON51BILITY
OF OTHERS.
7. NOTED DIMENSIONS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
8. 5LEK5L*PACE SOIL CONDITIONS INFORMATION WA5
NOT AVAILABLE PRIOR TO PREPARIN6 THESE
DRAWIN65. THE FOUNDATION AND FOOTINGS ARE
DESIGNED FOR A 2500 PSF SOIL BEARI N6
CAPACITY. CONTRACTOR SHALL VERIFY AND
REPORT AND DISCREPANCIES PRIOR TO PLACEMENT
OF FOOTIN65.
41. FOOTINGS ARE TO BEAR ON FIRM, LEVEL, UNDISTURBED
NATURAL SOIL #FREE OF PEBRI S OR LOOSE MATERIAL
OR UPON SOIL COMPACTED TO A DENSITY OF AT LEAST
45 Ofx THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM -• DIWM).
A4P'oF W
C $UIl...DiNG OPT'CB
Ep 1 �g •.
./V .. .
OAP
_- .......
.....
s
10. EN61 NEERI N6 AND MEMBER SIZES OF THE ROOF AND FLOOR
TRUSSES ARE DETE ERMINED BY AND ARE THE SOLE RESPONSIBILITY
OF THE TR>J% MNA^kGTURM.
I
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�L�VATIONS
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SINGLE STORY ROOF
NOTES:
1. TRU55 LAYOUT FOR PREL I M I NARY
E5T I MATING . ACTUAL TRU55 ENG I NEER I NG
AND LAYOUT TO. BE PROP I DED SY
TRU55 MANUF=ACTURER.
:2. COMMON TRU55E5 ON MAIN ROOF ARE TO BE
"ATTIC" TRU55E5 TO HOU5E A.H.U.
5. 5EE 51TE PLAN (5HEET 51) FOR CONCRETE DRIVE
AND VIAL K AY5.
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ROOF BELOW
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NOTF-5:
TRU55 LAYOUT FOR PRELIMINARY
ESTIMATING. ACTUAL TRU55 ENGINEERING
AND LAYOUT TO BE PROVIDED BY
Z - f
TRU55 MANUFACTURER.
COMMON TRU55E5 ON MAIN ROOF ARE TO BE
"ATTIC" TRUSSES TO HOUSE A.H.U.
tL
litI lk
4d
tu
O
----
--
----
---
--
I
NoTrl
RtOOF TIRU65C-S
EEARI N& ON
KA.LL SEARIN&
ON CANTILEVERED
FLOOR Tpjj55e5
note. TUe
WOF TRU"m -
BEAAI�* ON
— —
.: �:
:� "
: � � �
wry =ARI"
d
lien
FLOOR TRLSSM
4
0
3 -- (2) 2 X 4 PLATE (SYP) ,BfI T TO BCAB
w/l/2' A307 BDETS @' 32' D.C.
2 -- WIs x 118. A!6 SEE_
3 ^^ 5' X I t • X i 12" R'&&E PLATE
w r(t.: i.' h 7'. W;. DC E I.01 TS
SEMGO TPP4
TOP ANL
6 MIL VAPOR BARRIE
TREATED 4 GOMPAC
4 - 10" X 20' FOOTING w/(2)a5's
CONT
5 -: (1) VER_11CAL IN FILLED
CELL
MtA WER6. P.t
EiBb-2dOt
1 04 CONTINUOUS
-- 4" C.ONORETE SEAS YV/
- •- t� FIBMNESH REINF.
8• �_ b MIL VAPOR BARRIER OVER
71tEl1TED AND COMPACTED FILL
6" GURS
7H1C'r'v'***0aENED SLAB
VCD6E BOLTS
TE SLAB YV/
REINF.
I TINUOU
Structural Notes
a
1. All laps to torp plata shall be. a. minimum of V aadl
nailod with 12 - 16d common nails.
2. All shcarwalls shall be nailed at Y or Q.C- 9 06W
on all eftes and 12" ox. intormediate Nvo 11d
commons (U.Q.N. . Block all unsupoott+ doftea With
20 flatwise blocking. Sbcarwalls shah be 13f32'".
CDX or 7/16" OSB.
3 . All ,gable ends shall be balloon framed cc f *uW and
braced per attached detail.
4. Strap Deader studs to double plate with TPIW4 at
each end of header and cull with eaght($) =10d
conmwo nails (U.O.N.).
S. Header studs and header cripples should bcjWWd
together at 6" o.c. w/16d staggered. Clap remit t4 A06
plate with one (l) TPP6/4 clips and nail with ci& (g)
- 10d comrreon bails (U.O.N . ).
6. All window and floor components must wider a
100 MPH wind ked.
7. All *xvwtors are SEMCO or equal (v.0N.).
NAIL ROOF SHEATHING AT b" O.G.
ON pALL 5UPPORT5 A/ 8d COM. OR
� V
--,
8d1- I& L.- /,I A1I
15w FELT ON 45* F
ON PLYVVC
5HEATHIN6 ON RC
TRUSSES a 24:
DRI
18x4" REDYVOOD NAILER
2"x68 REDWOOD FA5
T. 4 6. I'
V -JOINT PINE 50f
YV/ 28 CONTINUOUS VII
VENT 51
2"x6" TRIM
/��
CEVAR�SpHA
TYVEK ON �" 05B OR C
ON 28x6" #1 PINE S'
2 "x6 8 P.T. BOT
I/28x10" ANCHOR 5
YV/ 2" X 2" X
all C.MJ1. #-
68 G.M.U. FOI
100x20" GONTINU
FOOTINS Yv 5 0
200
T*'t'FICAL AAL.1, SECTION
!o i sroRr 9ecnow
(YW 9' M7U
NAIL ROOF SHEATHING AT b" O.G.
ON ALL SUPPORTS W/ 8d COM. OR --
8d RING SHANK.
25 YEAR F IBER6LA55 SHINd
ON 45« F
ON %" PLYYW
SHEATH I N6 ON R,
TRUSSES ! 24:
(2) 23x6" 02 TOP PLATE (SYP)
R-50 INSULATION W/
.28 POSITIVE AIRSPACE
Ute SHEATHINS
'.,j' /8' 6YP�aIJM HOAd�D
SEMGO TPP6 1 52" O.G.
II/2" 6YP3UM HOARD
R-14 BATT INSULATION
BASE MOULD
48 GOWoRETL SLAB YV/
FIBE!"v ESH F191W.
6 MIL VAPOR HARRIER OVER
I AIM 4 CoOWAGTED PILL
DRI f
I11x4" REDY400D NAILER
2 "x811 REDWOOD FAc_
T. 4 6. 1
\/-.JOINT PINE SO
W/ 2" GONTINUOU5 VI
VENT 5'
211x6' 'MM
23x63 BOTTOM PLATE (SYP)
ROLL STRAP 52" D.G.
51 MP50N C516, 4b" LOP
NAIL YV/ 11-I0d COM.
IN TOP AND BOTTOM 5
CEDAR SHAKES ON
TYVEK ON tit" 05D OR GDX SHEATHIN6
ON 211x6" #I PINE STUDS * 16" O.G.
(SHEATHING SHALL BE CONTINUOUS
OVER FLOOR TRUSSES)
SEMGO TPP& ® 52" O.G.
28x6' P.T. BOTTOM PLATE YV/
1/28x10' ANC44OR BOLT • 528 O.C.
YV 2" X 2" X 1/811 AA5HER5
Ae G.M IJ. HEADER BLOCK
88 G.M.U. FOUNDATION WALL
a5 • 4'0" O.G. VERT
FILL CELLS.
10"x24' CAAMNUOVS CoONGRETE
POCMN& Y:/ 9 0516 CONTINUOUS
248
ICALAALL SECT(. z sracr xcnoW
12" M5T AT EACH TRU5S
(2) 211x6" 02 TOP PLATE (SYP)
R-50 IN5ULATION A/
2" POSITIVE AIRSPACE
UNDER SHEATH I N6
5/8" GYPSUM BOARD
5EMGO 7PP6 0 5211 O.G.
1/2" bYPSUM BOARD
SASE MOULD
5/48 T 4 6 RATED OSTURD1 FLOOR`
248 PRE-EN&I
FLOOR TRUSSES
(2)2 it x6" e2 TOP PLATE (5YP)
5/8" 6`t'P5UM BOARD
1/2" GYPSUM HOARD
R-Iq BATT INSULATION
BASE MOULD
4" GoC)I4IGRETE 5LAE3 YV/
FI REINF.
6 MIL VAPOR BARRIER OVER
TREATED 4 COMPACTED FILL
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102
LIVING
103
D1N1N6
104
FAMILY
105
�CiTCHEN
106
BREAKFA5T
1011
HALF BATH
108
LAUNDRY
201
202
MASTER BEDROOM
MASTER BATH
203
MASTER CLOSET
204
DEN
205
BEDROOM 02
206
BEDROOMS
2011
HALF BATH
ROOM FINISH SGHEDULE
NO. NAME TOILETS TUBS SINKS FAUCETS
1011 HALF BATH
108
202 MASTER BATH
2011 BATH
PLUMBING FIXTURE SCHEDULE
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