1170 Selva Marina Drive (2)8 14'-8" 16'
35'-8"
Manufactured
Gas/Wood Bumex �� o» \� -
25 Fireplace 25
3�� \ Outside
Shower
7
Sprinkler Pump do Timer
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Cabin under o Cabinet under 1
Watermrr
Softner.
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window 4" High) window (24" H10) I
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5,y8"
9 '-6„ 9, r
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12'-6"
16'-4" 26 16'-2„
25
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D . Storage. Trusses. with
c Plywood Decking
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25 16' I
26 ' „
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32'-4"
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„ 4 -8
Family Room 1 7'-
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..Garage. .
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10 Ceiling
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30
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8',- Ceiling
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APPROVED
BUILDING OFFICE
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ank \ ® 2�-2'
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APR 18 1996
26 I - _�
7'_11 �� i \ /o ceuin Laundr� 3!-4"
of
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Vent/Ught
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A F R 41996
1�2 Bath
1 7'-4" _ 1 ,� Cell
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Building and Zoni g
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71-3" 1 cabin ® Dining Room
\ Light)11 I� X 10' Ceiling
4'_4".
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18
2'
9'
2#
9'-11„
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z' -s" 130-2m.s
2,_8„
23
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10,_2„ 5,-4„ 2,-10„
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24 24 1/2 32
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RL Kitchen I 4' p I
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/+ 10' Ceiling /
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14 10
2'=4„
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- - - -- 3P-4" " 4 -7 -�1�— 4 4 -7
44#-8" /
110V Receptacle
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Master Bedroo 1L --"V
8' Celling o1/2134s
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3'— 4"
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GFI Receptacle
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29'-2"
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220V Receptacle
24
24
1 � \Bath
17 �1 20 / Glase
BIORL
7,_3„ I ST .
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5'-2" \�\--_.-
25
Light Fixture
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RL Living Room \
Manufactured
Recessed Light Fixture
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\ 10' Ceiling 1
Rear Vent
Fireplace
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Flood Light
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- 6- -s
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\\ 4' 3'-2"
„
10 -7
Wall Mounted Flourescent
11-3"
l I Bedroom 1
„ 25 I
7 _ 3 �
Ceiling Mounted Flourescent
_ 2 ® 1 1/2 34
1
( 1
FFF- 24" U Eyebau i
8'-1" ❑
30'
" 3 o
25
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s
Television `Outlet
38'-8„
Phone Jack.
Bath
____ - /
Venom gh Light ' '10" 2 6 1 '-5" 1/2 34 „
38 -8
-
V./
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2,-10
B
Ceiling Vent
22
Awning
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so _ -'10 -s"
25-
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Wail Switch
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31— 4 6 To Fro Flood
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3- 4
6'
Wall Mounted Light'
1 /2 34
-
Cel ling Fan
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F
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Smoke Detector
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Bedroom 3 2s Bedrooms 20'-1„
— —
'
8,_3„ 6,_2., 6,_2„ 5,_10„ 6'_2" 6,-2„
— — — _ _
-
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N\
ol
13'-8" 3'-8" 13'-8"
A/C #2
12' 11'-7"
8' 30,_6,.
_
First Floor
Area -
-- -
First Floor 1.473
24 24 24" Octagon 24 24
Second Floor 1199
-
-
Total Living 2672
Porch 594
3,_4„ 3,_4„
--
Garage 774
6,- ,. 6, 6, 6,_1.,
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Scale 1 '/4"
-= 1
TOTAL 4040
Second Floor
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12
FRONT
Side'
4
ins
Side
Rear
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0
Side
Rear
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0
14'-8"
16'
12 —
.
Engineered approved
Wood Roof- Trusses 24" O.C. �-{---
Strapped at Both Ends
--=----------.-----------------------------------------� Check Truss Manuf. Load 4 O
I diagrams for uplift for R30 Blown Insulation
14"X.1 6� Mono FTG I strap selection before x 8 RSC Facia n
I w/2 #5 RB Cont. I beam pour. �-1—
jGarage j
Monolithic Slab on Grade
Recessed 8" and Sloped I Approved Stop
1 12'-6" 2 x 8 RSC Facia
.1 /2" Drywall
Fully Vented AJuminum Soffit
n 1 0
I
I I 25'
�C 3'-4"
I Hardy Board Siding over
I I
1/2- CDX ( %�
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Nailing
Use 8d nails ® 6" O.C. all Perimeter O
Sht's, Rem. Shts. use 8d ® 6" O.C. at
edges (Do not Countersink)
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I 1
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1 250# Asphalt Shingles over 30 Ib Felt over
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J ' r
T111
---—.--------- ___.:._------------ ------
J 1 /2tl CDX over 5/8"
.*
F. (Face Down)
Log Bolt Header
I j 55' I l�� I I I 4'-4" — `—" 18' 2' 2' 3/4 T&G Plywood
7'-3" i I i i i i 9. 12
35'-4" 3
V 2 x12 HemFir 16" O.C.
®I I 18' I I ' 2x6 Open Beam Ceiling
24" O.C.
1x2 RSC 0
I I I I I I Approve Strap "
Drywall
-3" I 1 I I I I Double 2x12 Header 1 /2
Wrap Header with 3/4" RSC
I i J-- --------------------- J L-----------------1— Approved Strap from Ground Floor Studs
I ®I I -- I - to Second Floor Studs U
I I—
I I—1--------------------------------------------�—
i I 29'-2" .
I -
7'-3"
I I 1
I I I 1 2 x 6 Exterior Walls
®I 1I
16'
I I I
I 1 I
7'-3"
I 1 I 1 R-19 Fiberglass Insulation
-
— 6x6 Wd Post n l
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I I -----------------
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7,-6» 1 11/2" J—Bolt 36" O.C. &
6' 6" from all corners
4" Conc. Slab with
I
1L--=-------------------------------------------------------- 6x6 10/10 W.W.M. over
6a I
6a 6a 6a 6d
�----------------------------------------------------- Vapor Barrier
5/4 PT Wood Decking
8'-3" 6'-2" 6'-2" 5'-10" 6'-2" Screwed or Fastened with Twist Nails N
2x8 PT Framing ° c
-8 30'-6
28 Above F'�nlsh Grade i °
24" Above Finish Grade d °
d.
Post Anchor a °
Finish Grade ° 4. —
° .a
° #5 RB Dowels 8' O.C. Max
a POISON SOIL ° d c
° a a d
Q a a °
° ° Q d a . ° . 14."x18" FTG
Scale 3/4" = 1' - ^ - w/ 2 #.5Cont "
Typical. Wall Sectio Lap outside corners 25 Min
s off►
x 12 Grade Bea
w/2#5RB VOS �L—
Scale 1/4" — 1'
0
L
0
►_.
0
451
NTS
Outside Shower
L.Uf,J UU IJIUCJ t -U1 11 VI J LJ IVI If 1
.I -IL- v I r N I v i N I %--' L- i N
I i %- v
Floor Support
1'-6"
i
Landing
I
I I
1
27'-4" —
Tread/Riser Details
Scale 1//2"=l'
a Revision B
o Baseline 3/8/96
o Rotate Garage to Face Front, Enlarge Garage Door
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Notes:
o
All concrete to be 3000 psi at 28 days
o
Soil bearing capacity to reach 1.5 tons/sf
o
All soils to be compacted to min. 95% density
o
Reinforcing steel shall be min. grade 40. Reinforcments
shall be placed in accordance with AISC, CRSI, etc.
o
Reinforcement of laps in footings shall be 25". Comer
bars are required at all outside corners.
o
Footing shall be a min. of 14" in depth and 16" wide or as
indicated on drawings
o
Sliding GI. Doors— Safety Glass
o
Window to withstand 110 MPH
W o
All lumber to be Struct.Gr. fb=1,200 psi.
o
Cell Height as noted on Floor Plan
o
Windows will be bronze Tinted Glass
o
Shaded Walls Load Bearing
o
Egresss per SBC 1105.4 & NFC 101-22
o
Plumb'g access @ Tubs
o
Low Flow Pl bg. fixtures per M.C. Ord. 414
o
Receptacles per N.E.C. 210.52
a Revision B
o Baseline 3/8/96
o Rotate Garage to Face Front, Enlarge Garage Door
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