SELVA MARINA 1490 � W
/*
U�
Side
LL
LA I LA
I �
� O
- — Slde
12
/*
g — as � � o � '� �� •� W ; Z�
o � � � $ � � , z12
_ -- —= RearA 14
Ill �IHH HHHHEL H H E H H H
D El
Jo
FRONT
8 14'-8" 16' 35'-8" ,
12 -
10" Outside.Shower.
Engineered approved
Wood Roof- Trusses 24" O.C. �-{---
r------- -----------' Strapped at Both Ends
I --=------------------=----------------------------------1 Check Truss Manuf. Load 4 O
�. I diagrams for uplift for
4"X.1 6 Mono FTG R30 Blown Insulation
strop selection before x 8 RSC Facia
I 1 w/ #5 RB Cont. 1 beam pour.
Garage
Monolithic Slab on Grade I '
Recessed 8" and Sloped I 12'-6" Approved Stop
l I I 2 x 8 RSC Facia
16'-4" l i 16'_2„ 1 I . 1 /2" Drywall
l I Fully Vented AJuminum Soffit
1 I
26' " I I 25' VJ
I I 5 -7 I I i
C 3'-4
I Hardy Board Siding over
1 l I I
1/2 CDX
Nailing
Use 8d nails ® 6" O.C. all Perimeter O
I I 6 I I I I Sht's, Rem. Shts. use 8d ® 6" O.C. at
7'-11 " I I I 18'-8" I 7'-8 I edges (Do not Countersink)
g'-4" i 0
18'-2" J
1 f II - 250# Asphalt Shingles over 30 Ib Felt over
I I _
-' - J r
I i - - -------J /2tl CDX 5/8 T11
®I
14--1 (Face I I - - - 1 ove " 1
(Face Down)
Log Bolt Header
oe
I i 55 i I I - 18' 3/4" T&G Plywood
7'-3"
9, 12
I
I 35'- 3 4" \
2 x12 HemFir 16" O.C. /
®I I
18' - I I ' 2x6 Open Beam Ceiling
1 1 I 24" 0.C.
1x2 RSC O
I I I I I Approve Strap
7'—3" I I I I I Double 2x12 Header 1 /2" Drywall
Wrap Header with 3/4" RSC
I I I _ I 1 I •
I i J-- ---------------------J to Second Floor Studs
L-----------------I- Approved Strap from Ground Floor Studs
44'-8" I®I I -- I - U
I I- I C
I I -I ------------------ --------------------------71-
i I 29'-2"
I
7'-3" I f
l I I
I I I I 2 x 6 Exterior Walls
I®j I I
16'
l I I
I I I 1 R-19 Fiberglass Insulation
I I I I - •
— 6x6 Wd Post
®I u------------------- ---------------------------1 VJ
I I
0
I rn
[ILI
I lJ J
7,-6» I i 1/2" J-Bolt 36" O.C. &
6' 6" from all comers
4" Conc. Slab with
I L----------- ------------------------------------------------ 6x6 10/10 W.W.M. over
16a 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
2x8 PT Framing
-8 30'-6
28 Above Finish Grade i ° °•
24" Above Flnlsh 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 °
Q d a . ° . 14."x18" FTG
Scale 3/4" = 1 ' - ^ - w/ 2 #.5. Cont "
Typical . Wall Sectio Lap outside corners 25 Min
Ms o�
x 12 Grade Bea
w/ 2 #5RB VOS �L -
�� Scale 1 /4"
— 1'
G°
,
,
NTS
outside sn°'"er Floor Support
7 3/
� l
2-2'
HwH I __F
U
__
- I � .n � U
Landi 9
27'-4"
® --
T i read Riser DetailsI Lj I�
-- _ — Scale 1 /2"=1 '
(D
-- --- - - Interior Bearing Walls Notes: _
—_- o All concrete to be 3000 psi at 28 days o
o Soil bearing capacity to reach 1 .5 tons/sf
Io All soils to be compacted to min. 95% density
o Reinforcing steel shall be min. grade 40. Reinforcments U
shall be placed in accordance with AISC, CRSI, etc.
2 x 12 HemFir 16" O.C.
o Reinforcement of laps in footings shall be 25". Comer —_
bars required at all outside corners. 0
o Footing shall be a min. of 14" in depth and 16" wide or as \
indicated on drawings _—
I
200A o Sliding GI. Doors- Safety Glass
PANEL o Window to withstand 110 MPH
® A/C Disc. S/W o All lumber to be Struct.Gr. fb=1 ,200 psi.
U
o Cell Height as noted on Floor Plan ,
o Windows will be bronze -Tinted Glass
o Shaded Walls Load Bearing l—
o --
o Egresss per SBC 1105.4 & NFC 101 -22
X 1XIn l
Meter o Plumb'g access C� Tubs �1J
�
o Low Flow PLbg. fixtures per M.C. Ord. 414
Floor Framing Scale 1 /4"=1 ' o Receptacles per N.E.C. 210.52
Ground per NEC
4Interior Bearing Wali — Revision B
- - - D�
To House Service -------------- -- -- — -----------
Q Underground Service
1Vw
From FPL & L. Transfr o Baseline 3/8/96
6x6 10/10 W.W.M. over o Rotate Garage to Face Front, Enlarge Garage Door
Vapor Barrier �-
w/ 2 #5 Contis" � ELECTRIC
I
Lap outside corners 25" E L Min , I E C TI p S I C RISER n t s