HomeMy WebLinkAboutPlans Rec Aug 10 2001 A 401 Wall Sections1
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TRUSS MFR, TO DESIGN FOR IT 12
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LOAD OF 2 -2X12 BEAM END BE RIN 4 4' -6"
OF 800# BETWEEN TWO ROOF TRUSS S.
CENTER OF BEAM TO BE LOCA
M
ENTER 2ND FL. DOUBLE DOOR
M
1X8 WD. TRIM
2X6 BLOCKING
2X4 BLOCKING
0
C
0
L
2X4 STUDS REQ'D
L
AT ALL CEMENT
BOARD JOINTS
(3) 2X12 CANTILEVER HOIST BEAM
ALUM, FLASHING UP
.... ... , .. , ,.
1z BEHIND CEMENT BOARD
1X6 ALUM CLAD
STEEL STRAP W/
PROVIDE BEAM POCKET W 4- 3/8" DIE. THRU BOLTS
SEALANT "STYROFOAM"
WD. TRIM
3 STUD SOLID BLOCKING TO
3 STUD SOLID BLOCKING TO PULLEY
1/8" MAX. WEARER MATE
(SIZE AS REQ'D BY OWNER)
K
DETAIL AT HOIST BEAM
K
FIBERGLASS CLASS A SHINGLES
OVER 15# ROOF FELTS OVER
7/16" OSB ROOF SHEATHING
12
4 INSUL. DRAFT STOP
R30 2" MIN. AIR SPACE
INSULATION
J
CONT. ALUM.
DRIP FLASHING
J
REVISIONS
J5 CEMENT BD. JOINT DETIAL
J8 BRICK CAP DETAIL
5" CONT, ALUM, GUTTERING
N0.
DATE
REVISIONS /SUBMISSIONS
SCALE: 3 " =1'0"
SCALE: 1 1/2"=1'0"
1X6 FASCIA W/
5/8" GYP. BOARD ALUM, WRAP
CEMENT BD. SOFFIT°
H
W/ PERFORATIONS
1' -0" 3/4" QUARTER RD, WD. TRIM
H
1X6 WD. TRIM
1/2" GYPSUM BOARD OVER
4 MIL POLYETHYLENE VAPOR 1/2" INSUL. SHTG.
BARRIER OVER 2X4 STUDS
00 0 16" O.C.
3/4" O.S.B.
'CO CEMENT BD. STUCCO PANEL
G
WOOD DECK
— — — — — — — — — — — — — — — — — — — — — — — — — — —
— —
3/4" O.S.B. WOOD DECK
G
F
FLOOR GIRDER TRUSS N
FLOOR GIRDER TRUSS
SECOND FLOOR
BY TRUSS MFR.
BY TRUSS MFR,
F
S
N
- No.
14" OPEN WEB
- * 3965
FLOOR JOIST
STATE OF
BRICK VENEER
!NDIANP.•'
E
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1/4"
3 1/2" FIBERGLASS BATT
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INSULATION R 13
TREAD NOSING �?
o � �
'-
NOT PUBLISHED - ALL RIGHTS RESERVED
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THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
WOOD HANDRAIL
PROPERTY OF MAS ASSOCAIATES AND ARE NOT TO BE USED OR REPRODUCED
IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF MAS ASSOCAIATES.
D
1X RISER
I
�
p
5/8" GYPSUM BOARD OVER
4 MIL POLYETHYLENE VAPOR 2X12 TREAD
20 STUDS AT 16" O.C.
BARRIER OVER 2X4 STUDS
016" O.C. OPEN UNDER
TAIRWAY
METAL ANCHOR STRAPS O.C.
@ a' —o '
MAS ASSOCIATES, I.L.C.
2X12 STRINGERS
SILL SEALER
.C.
Architects and Planners
WOOD BASE WEEP HOLES AT 4' -0" O.C.
C
5/8" GYP. BD.
BRICK SILL FLEXIBLE
FIRST FLOOR FLASHING UP BEHIND SHTG,
5153 East 64TH Street
c
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PRE. MFR. STAIRS
4 ;' °. c �• ; a °. e FINISH GRADE
..
Indianapolis, Indiana 46220
2X4 TREATED PLATE
v
HZA =1 I 1 =11 I =_ — = 1=
Phone 317 726 1060 Fax 317 726 1061
° v e °. ° o C °
P g Indiana Developmental Training Center
2"X 48" 48" EXTRUDED POLYSTYRENE
PERIMETER INSULATION R 10.0 a
MAINTENANCE BUILDING
B
15' -7"
'
�� °*
8 L" BLOCK °
Carmel, Indiana
WALL SECTIONS
° °
TRENCH FOOTING
3000 PSI CONCRETE
DATE
PROJECT NO.
DRAWN
APPROVED
1' -4"
6/21/01
2142.002
MAS
DWS
A
COMPUTER FILE NAMES
SHEET NO.
MIN. SOIL BEARING PRESSURE 2000 PSF
A
Al STAIR SECTION
All WALL SECTION
SCALE: 3/4 " =1'0"
SCALE: 3/4 " =1'0"
A401
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