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1
5' -6"
12
6
C
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- 1X8 CEDAR TRIM
GUTTER, ALCOA SYSTEM 6 OR ARCHITECT
APPROVED EQUAL
TURRET AERA BEYOND
1X8 CEDAR TRIM
_; 38
46
v
TOP OF TRIM
_ ,-
TOP OF TRIM
EL. = 128'-8-
TOP OF ROOF SLAB j
EL = 124' -0 -4
WINDOW
HEAD R.O.
120' -2 3/4-
SIM.
12
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�MAR,
(1
CODED NOTES
2ND FLOOR jk
EL. = 112--0-
I
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I
I
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i
I
1X6 SMOOTH CEDAR FASCIA
2X CEDAR TRIM
3.
6" ALUMINUM GUTTER (ALCOA SYSTEM 6)
4.
VINYL TRIM, AS REQUIRED
5.
I
I WINDOW
HEAD R.O. jk
47
I
7•
CLAD WOOD DOUBLE HUNG WINDOW.
48 I
BATT INSULATION -R19.
I
108 -2 3/4-
10.
SEALANT (CONTINUOUS)
11.
PREFINISHED VENTILATED VINYL SOFFIT,
12,
1 1/4" X 6" WOOD STOOL
13.
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I I I I
PORCH
do COLUMN
I I I
38 I ( BEYOND ENCLOSURE
14
33 I 11, 0.
26 24 I I
R
22 N 17 I I
37 - 4" C.M.U.( SMOOTH FA[E)
FIN. FLOOR
- -- e I EL = 100' -D 141/
4 aI a4 p0 Q a
27 4" CONIC. SLAB ON I q I N
POUROUS FILL
(SEE STRUCTURAL DRAWING) I
4 ' 22 g
- a A
a I
TYP, TURRET SECT. POURED IN PLACE - -
1F1 /2# = 1/ _ON (SEE CSTRUCTURAL DRAWING)
V
1x8 CEDAR FASCIA W/
2x6 ROUGH FASCIA
(FIRE RETARDANT)
_ 2ND_ FLOOR -
EL 128 -8" _ _ _ _
GUTTER, ALCOA SYSTEM 6
PERFORATED VINYL SOFFIT
1x8 CEDAR TRIM
RIOR SHEATHING
0 16" O.C.
CEDAR PLYWOOD BD.
(SMOOTH CUT)
V
0___`�
CODED NOTES
1.
ROOF SHINGLES OVER 30# FELT OVER
�
1/2" F.R.T. PLYWOOD SHEATHING 0/ 9/16" MTL. CENTERING
- 2.
2X CEDAR TRIM
3.
6" ALUMINUM GUTTER (ALCOA SYSTEM 6)
4.
VINYL TRIM, AS REQUIRED
5.
FIRE - RETARDANT TREATED WOOD BLOCKING.
6.
1X SMOOTH CEDAR TRIM(TYP.)
7•
CLAD WOOD DOUBLE HUNG WINDOW.
8.
BATT INSULATION -R19.
9.
5/8" GYPSUM BOARD, TYPE X W/ VAPOR BARRIER
10.
SEALANT (CONTINUOUS)
11.
PREFINISHED VENTILATED VINYL SOFFIT,
12,
1 1/4" X 6" WOOD STOOL
13.
3/4" X 3" WOOD APRON
14.
WOOD BASE
15.
TYP. FLOOR ASSEMBLY -UL DESIGN NO,
G 534 (1 HOUR)
16.
LIGHT GAUGE METAL FRAMING (SEE STRUCTURAL
DRAWINGS).
17.
FLASHING WITH WEEP HOLES AT 4' -0" O.C.
18.
15# FELT DAMPPROOFING. OVER 5/8" EXTERIOR
GYPSUM SHEATHING.
19.
VINYL SIDING. SCREW ATTACHED AT EACH STUD
20,
WINDGW MANTEL TRIM (FYPON # 852)
21.
2" RIGID INSULATION 0/ WATER PROOFING
22.
1/2" EXPANSION MATERIAL
23.
5/8" GYP. EXTERIOR SHEATHING
24.
GROUT SOLID
25.
LIGHTWEIGHT CONCRETE DECK 0/ 9/16" METAL
CENTERING (2" TOTAL DECK)SEE STRUCTURAL DWGS.
26,
SILL SEALER
27.
24" W. X 2" THICK RIGID INSULATION,
28.
5/8" GYP. WALL BRD. CEILING SUSPENSION SYS. (TYPE X)
29.
STEEL ANGLE /SEE STRUCT. DWGS.
30.
14" LT. GA. METAL "C" JOIST, SEE STRUCT.
31.
VINYL J -TRIM STARTER STRIP
32.
1 1/2" RIGID INSULATION
33.
4" SPLIT FACED CMU
34.
1" PROTECTION BOARD 0/ WATERPROOFING
35.
1/2" TYPE "C" GYPSUM BOARD, OVER 7/8"
METAL HAT FURRING
36.
VAPOR BARRIER
37.
4" REINFORCED CONC. SLAB OVER VAPOR
BARRIER OVER POUROUS FILL..
,UCT.
CU T)
4C
A3.6
TOP OF TRIM
L =1 8 -8 IRV
EDAR TRIM
EDAR TRIM
'OP OF ROOF SLAB
= 1124 -0
EDAR TRIM
ii
ArchRectlwe Design Planning
55 Nationwide Blvd.
Columbus, Ohio 43215
Teleerhone No. (614) 224 -7145
Fax No. (614) 224 -0218
LANTZ JONES & NEBRASKA INC.
STRUCTURAL ENGINEER
4610 Larwell Drive
Columbus, OH. 43220
Telephone No. (614) 459 -5950
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REVISIONS
DRAWN BY: PROJ, ARCH:
DR /GF JVP
PROD. NO: 97076
DATE: 10 -10 -96
DWG. NO,
A3.6