HomeMy WebLinkAboutAPPROVED 07) wall section I - EsignedGaly. standing seam metal
roofing on Pee I-n-stick membrane
on 3/4" cdx plywd sheathing on
pre-engin, wd. trusses Q 24" o.c.
2x Sub fascia. Attach to
end of each truss w/
(2) 16d nails. Attach roof
sheathing w/ Sd ring shan>
nails w 4" o.c.
36'8" B.N.
EAVE...
Copper drip edge on
1 x 3, 2 x 8 Rough sawn
cedar fascia.
Soffit...
5/5" stucco - on
p.b, high -rib mtl.
lath.
24" O.N.
234" FIN, GONG, FL,
22'S" TOP OF BEAM
ll'O" FIN. FL.
(20'0" NAVD)
104" TOP BM,
910" BOT. BM.
(18'0" NAVD)
FOUNDATION...
See struct, plans.
O O" FIN. FL.
(9.0' N.A.V.D.)
Gonc grade beam B
auger pies below -
See struct, plans
12
Icynene spray foam insul.
(R-20) or equal.
Imbedded Simpson anchor
see roof d fl. framing plans
5/8" Drywall on ceiling
i� 8"xl(O," composite tie beam w/ 1 *5 bar cont
in ea. coarse filled solid - See roof plan
II for beams 3000 psi conc.
II
I
II
II
II 5/8" stucco on 8" blk. wall w/ *5 bars
H vert, in filled cells per struct, plans
Ilu Interior side to 1/2" gyp, bd. on
3/4" p.t. furring a 16" o.c. on 3/4"
III ridgid insul. bd. OR-5)
ICI
I
I�I
III
I
III
III 2" conc, topping on 8"
TF precast conc, panel - See
ICI structural plans
`11
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ZZA
�3/4" r i dg i in
ul, bd. (R-5)
to bot of o c, deck
aw 5/8" drywall ceiling on 2x
II PA, wood furring a 24" o.c.
II
II 2x4 p.t. cont, attached to wall
II w/ 1/4" dia, x 2 3/4" long
u tapcons 0 16" o.c. (Typical)
II
II
II 8"x16" poured conc, tie beam w/
II 4 *5 bar Cont. - See floor framing
plan for beams 3000 psi conc.
5/8" stucco on 8" blk. wall w/ *5 bars
vert, in filled cells per struct, plans
Interior side to 1/2" gyp, bd. on
3/4" p.t. furring e 16" o.c. on 3/4"
ridgid insul. bd. (R-5)
2" conc, topping on 8"
recast conc, panel - See
structural plans
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-- -- -- - ------------------------
5/8" drywa I I e l i ng on 2x
p.t, wood fur inig Q 24" o.c.
•
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s s • •
8"xl6" poured conc, tie beam w/
4 *5 bar cont. - See floor framing
plan for beams 3000 psi conc.
5/8" stucco on S" frangible blk. walls
See struct, plans
Interior side to 1/2" gyp, bd. on
3/4" p.t. furring a 16" o.c. on 3/4"
ridgid insul, bd. (R-5)
Ili
;""RY SECTION
Gehl. standing seam metal
roofing on Peel-n-stick membrane
on 3/4" cdx plywd sheathing on
pre-engin, wd. trusses a 24" o.c.-
2x Sub fascia. Attach to
end of each truss w/
(2) 111 nails. Attach roof
sheathing w/ 8d ring shank
nails o 4" o.c.
368" B.N.
Soffit...
5/8" Stucco - on
p.b. high -rib
mtl, lath.
Stucco outriggers
a 36" o.c. - See —
elevations
I1'O" FIN. FL.
(2O'O" N.A.V.D.)
ih 10'8" FIN. FL.
&'8" BOT. BM.
(1-1'8" NAVD)
OHO" FIN. FL.
(9.0' NAVE))
24" O.1-I
12
6
Imbedded Simpson anchor
see roof 8 fl. framing plans
5/8" stucco on high -rib, p.b.
mtl, lath
_ 16x16 conc, tie beam - See
structural plans
'
5/8" Stucco on 12" x 12" conc.
'
blk. col, w/ 4 *5 bars vert. in
filled cells,
alumin, railing w/ pickets
e 5" o.c. - See elev.
5/8" Stucco on 16" x Ifo" conc.
'
blk. col, w/ 4 *5 bars vert. in
'
filled cells.
'
Tile on 2" conc, topping on 6"
'
precast conc, panel - See
structural plans
u
- . - - ■■■■■■■■i
■■■■■■■■i
5/8" stucco ceiling on high -rib p.b.
metal lath on 2x framing 6 24" o.c.
5/8" Stucco on 16"x16" conc.
blk, col, w/ 4 *5 bars vert. in
filled cells. See struct, plans
Floor the on 2" conc,
topping on 6"
precast conc, panel - See
structural plans
5/8" stucco ceiling on hi�h-rib �!
metal lath on 2x framing a 24" o.c.
8" conc, porch beam - See
structural plans
FOUNDATION...
See struct, plans.
SLOPE DN.
SLOPE DN.
SLOPE DN.
t
I
3/4" ridgid insul. bd. (R-5) III
to bot of conc, deck II
nn
II
234" FIN, FL, 11
(32 4 NAVD)
6" batt i su . (R-19)
Interior side to 1/2" gyp, bd. on
3/4" p.t. furring a 16" o.c, on 3/4"
ridgid insul. bd. (11
2" conc, topping on 8"
precast conc, panel - See
structural plans
Corr. floor 4sam - See struct, p
uvuuuvuuu� )uuuuuvuv '
5/8" drywall ceiling on
2x framing s 24" o.c.
8"xl6" poured tie beam w/ 4 *5 bars
cont. - See floor framing plan for
beams 3000 psi conc.
5/8" stucco on S" blk. wall w/ *5 bars
vert, in filled cells per struct, plans
Interior side to 1/2" gyp, bd. on
3/4" PA. furring a 16" o.c, on 3/4"
ridgid ineul. bd. (R-5)
2" conc, topping on 8"
brecast conc, eanel - See
conc, tie beam - See
structural plans
5/8" stucco on 8" frangible blk. walls
See struct, plans
NOTE:
1/2" GYP, BD, 0 IIN.) DRAFTSTOPPINa
PER R302.12 SHALL ESE INSTALLED SO THERE IS
NO MORE THAN 1000 S.F OF CONCEALED
SPACE BETWEEN DRAFTSTOPS.
II Digitally signed
ark by Mark Corson
Date:
x s o n 2021.06.24
11:31:58-04'00'
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DATE O�o/25/21
DRAWN BY pje me
CHECKED MC
REVISIONS