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TYP, ROOF SECT,
SCALE 1 -112" = 11-0u
0
i
TYP, WALL SECT,
SCALE 1 -1/2# = 1` -0"
I
SUSPENDED ACT CEILING
� ° � �
IN SOME BASEMENT LOCATIONS a
(SEE RCP)
GYP. BD. & FURRING @
SOME BASEMENT LOCATIONS£ -� a
SEE A4.01 & A4.02 ; a
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TYP, BASEMENT WALL SECT, a G
6E
SCALE 1 -1/2° = 11*-0°
33
24
17
FIRST FLOOf
FI = 1 nn'-
GRADE „
co
D21
(TO 4' -0" BELOW ADJ. GRADE)
POURED IN PLACE
CONC. FOUND. WALL
(SEE STRUCTURAL DRAWING)~
34 NOTE: RETURN
WATERPROOFING OVER TOP
OF FOOTING
4" PERFORATED PVC
W/ POROUS FILL
TYP. CAD EXT.
BASEMENT WALLS
BASEMENT
EL.=
88'-0"
T. 0. F.
FOOTING
a 00 U00. (SEE STRUCTURAL
DRAWINGS)
a oo ° 0 0 Tt-
o(�°n ° 0000 C
oD 00�
o
0O 0('POURED IN PLACE
CONC. F00T'G
D6 A EE STRUCTURAL DRAWING)
Architecture Design PI iing
55 Nationwide Blvd.
Columbus, Ohio 43215
Telephone No. (614) 224 -7145
Fax No. (614) 224 -0218
LANTZ JONES & NEBRASKA INC.
STRUCTURAL ENGINEER
4670 Larwell Drive
Cohnnbus, ON. 43220
Telephone No. (614) 459.5950
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CODED NOTES
1.
ROOF SHINGLES OVER 30# FELT OVER
v�
1/2" F.R.T. PLYWOOD SHEATHING 0/ 9/16" MTL. CENTERII
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/" 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.
WINDOW 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
38.
LIMESTONE SILL
39.
LIMESTONE LINTEL
40.
FACE BRICK SOLDIER COURSE
41.
WEB STIFFENER METAL BLOCKING, SEE STRUCT.
ADJUST INSUL. AS REQ'D.
42.
5/8" GYPSUM WALL BOARD
43.
INSULATION BAFFLE
44.
3/8" EXT. CEDAR PLYWOOD BD, (SMOOTH CUT)
45.
THRU WALL METAL FLASHING
46.
4" BRICK VENEER
47.
5/8" EXT. G.B.
48.
CROWN MOLDING
SUSPENDED ACT CEILING
� ° � �
IN SOME BASEMENT LOCATIONS a
(SEE RCP)
GYP. BD. & FURRING @
SOME BASEMENT LOCATIONS£ -� a
SEE A4.01 & A4.02 ; a
. ..........................,...,........,....,.,............,...................................... ...............................
..._........_........... _..._........_ ................................................... .._....................._......
22
37
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a < c
a a o
O o O o O o O 007 o 00 000 000 o O o 0 700
000�000�0�0�000�0�0�00�00 °0�0�o�o0°O 4
0 0� o o� O o0 O o0 O 00 O o0 0 00 O o0 o o� o .6') O
a a
a.
a
TYP, BASEMENT WALL SECT, a G
6E
SCALE 1 -1/2° = 11*-0°
33
24
17
FIRST FLOOf
FI = 1 nn'-
GRADE „
co
D21
(TO 4' -0" BELOW ADJ. GRADE)
POURED IN PLACE
CONC. FOUND. WALL
(SEE STRUCTURAL DRAWING)~
34 NOTE: RETURN
WATERPROOFING OVER TOP
OF FOOTING
4" PERFORATED PVC
W/ POROUS FILL
TYP. CAD EXT.
BASEMENT WALLS
BASEMENT
EL.=
88'-0"
T. 0. F.
FOOTING
a 00 U00. (SEE STRUCTURAL
DRAWINGS)
a oo ° 0 0 Tt-
o(�°n ° 0000 C
oD 00�
o
0O 0('POURED IN PLACE
CONC. F00T'G
D6 A EE STRUCTURAL DRAWING)
Architecture Design PI iing
55 Nationwide Blvd.
Columbus, Ohio 43215
Telephone No. (614) 224 -7145
Fax No. (614) 224 -0218
LANTZ JONES & NEBRASKA INC.
STRUCTURAL ENGINEER
4670 Larwell Drive
Cohnnbus, ON. 43220
Telephone No. (614) 459.5950
F1
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10 -10 -96
DWG,
NO.
A3.5
E-'
REVISIONS
DRAWN BY:
PROD. ARCH:
DR
JVP
PROJ.
NO:
97076
DATE:
10 -10 -96
DWG,
NO.
A3.5