HomeMy WebLinkAboutS201 Foundation & Roof Framing PlansPLAN NOTES:
1. SEE SHEET S7.1 FOR STRUCTURAL
NOTES AND DESIGN DATA.
3. ALL CONTRACTORS ARE REQUIRED TO
COORDINATE THEIR WORK WITH ALL
DISCIPLINES TO AVOID CONFLICTS. THE
MECHANICAL, ELECTRICAL, AND PLUMBING
ASPECTS ARE NOT IN THE SCOPE OF
THESE DRAWINGS. THEREFORE, ALL
REQUIRED MATERIALS AND WORK MAY
NOT BE INDICATED.
3. ALL EXISTING CONSTRUCTION SHOWN IN
PLAN WAS DERIVED FROM FIELD OBSERVATION
AND SHALL BE FIELD VERIFIED. IF ANY
DISCREPANCIES ARE DISCOVERED BETWEEN
INFORMATION SHOWN ON THE DRAWINGS AND
ACTUAL CONDITIONS, IMMEDIATELY CONTACT
THE ARCHITECT /ENGINEER FOR DIRECTION
BEFORE PROCEEDING WITH WORK.
4. ALL NEW BEAMS BEAR ON MIN. (3) NEW /EXISTING
STUDS WITHIN WALLS BELOW UNLESS NOTED
OTHERWISE.
5. OVER NEW OPENINGS IN WALLS PROVIDE THE
FOLLOWING NEW HEADERS U.N.O..
a) IN 2x4 WALLS; (2) 2x12's w/
1/2" PLYWOOD SPACER
b) IN 2x6 WALLS: (3) 2x12's w/
(2) 1/2" PLYWOOD SPACERS
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Carmel
Redevelopment Commission
111 West Main Street
Carmel, Indiana 46032
317.571 -2787 (ARTS)
I
Scope Drawings:
These drawings indicate the general scope of the project
n terms of architecural design concept, the dimensions of
the building, the major architectural elements and the type
of structural, mechanical and electrical systems.
The drawings do not necessarily indicate or describe all
work required for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Revisions:
Issue Date
01/16/09
Drawn By
M.D.L.
Checked By
M.D.L.
Drawing Title:
Foundation and
Roof Framing
Plans
Certified By:
Drawing Number:
S201
Project Number:
28133
PROVIDE KNEE 2x4 KNEE
WALLS AT EX. EXTERIOR
BRG. WALL AT EX. VERT.
WEB MEMBER OF TRUSSES
12
3 3/8
SCALE: 1/8" 1' -0"
PROVIDE KNEE 2x4 KNEE
WALLS AT EX. EXTERIOR
BRG. WALL AT EX. VERT.
WEB MEMBER OF TRUSSES
12
3 3/8
SCALE: 1/8" 1 -0"
12
EX. GABLE TRUSSES
24" O.C.
REINFORCE EX. SCISSORS TRUSSES w/
PLYWOOD GUSSET w/ 10d
COMMON ILS 4" O.C. TO CHORDS
TO WEBS.
SES
12
(4 SECTION C SCISSORS TRUSSES
SECTION C GABLE TRUSSES
EX. WOOD GABLE TRUSSES 24" O.C.
SCALE: 1/8" 1' -0"
U-
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EX. WALL FIGS.
EX. WALL FIGS.
CONTIN. WALL FTG.
1' -6" W. x 10" D.
w/ (2) #4 CONTIN.
WIND /SEISMIC
ANCHORS, TYP.
ALL RAFTER BRGS.
(2 ROOF FRAMING PLAN
T /FTG. â2' -8"
17 FOUNDATION PLAN
NORTH
EX. SLAB ON GRADE
T /EX. SLAB +0' -0"
NORTH
EX. WOOD OVERBUILD
L-
IL
4" CONC. SLAB ON GRADE w/
6x6 W1.4xW1.4 W.W.F. OVER
6" GRANULAR FILL
VAPOR RETARDER PER SPECS.
T /SLAB TO MATCH EX. +0' -0"
P
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CONTIN. WALL FTG.
1' -6" W. x 10" D.
w/ (2) #4 CONTIN.
T /FTG. â2' -8"
EX. WALL FIGS.
EX. WALL FIGS.
CONTIN. WALL FTC.
1' -6" W. x 10" D.
w/ (2) #4 CONTIN.
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-WIND /SEISMIC
ANCHORS, TYP.
ALL RAFTER BRGS.
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2x4 DROPS FROM SIDE OF RAFTERS
TO CEILING JOISTS BELOW (TYP.)
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