HomeMy WebLinkAboutS111 - 4TH FLR AND ROOF FRAMING PLANS210
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S210
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S210 3
S2104
3
S410
5
S410
1
S410
4
S410
6
S410
8
S410
1
S410
1
S410
2
S4102
S410
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S410
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S410
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S410
6
S410
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S410
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S410
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S410
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E D G A I J
S220
23
F
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S410
B
2
S220
1
SB-2 (T.O.S. +134' -0") SB-2 (T.O.S. +134' -0")
B-2B-2
ALL FRAMING SHOWN SHALL BE
18" DEEP PRE-ENGINEERED
FLOOR TRUSSES AT 19.2" O.C.
UNLESS NOTED OTHERWISE C-5C-3C-3C-3C-1C-1C-1C-14
S410 SIM.
4
S410
SIM.
4
S410 SIM.
4
S410
SIM.
7
S410
7
S410
7
S410
7
S410
NOTE: PROVIDE 2-PLY x 18" LSL
RIM BOARD IN LIEU OF LADDER
TRUSSES AT ALL TOP OF ALL
EXTERIOR WALLS ON THIRD
FLOOR FOR RELIEF ANGLE
ATTACHMENT. SEE S210
FOURTH FLOOR
BALCONY HEADERS TO
EXTEND TO ENDS OF
WALL (TYP.)
FOURTH FLOOR
BALCONY HEADERS TO
EXTEND TO ENDS OF
WALL (TYP.)
C H
S210
1
S210
2
S210 3
S2104
2
S420
2
S420
3
S420
1
S420
1
S420
1
S420
1
S420
G.T.G.T.SEE ARCH.SEE ARCH.4
S420
4
S420
3
S420
PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.
SLOPE PER ARCH.
2x12 UPPER ROOF FRAMING AT 16" O.C.
SLOPE PER ARCH.
2x12 UPPER ROOF FRAMING AT 16" O.C.
INTERMEDIATE BEARING POINT INTERMEDIATE BEARING POINT
ALL FRAMING SHOWN SHALL BE
PRE-ENGINEERED ROOF
TRUSSES AT 24" O.C. UNLESS
NOTED OTHERWISE
1. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.
2. ALL DIMENSIONS ARE TAKEN FROM OUTSIDE OF WOOD OR MASONRY
WALL AND CENTER TO CENTER OF COLUMN GRID LINES, UNLESS
NOTES OTHERWISE. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS PRIOR TO START OF CONSTRUCTION, UNLESS NOTED
OTHERWISE
3. REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND
LOCATIONS.
4. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL
WALLS.
5. REFER TO ARCHITECTURAL FOR FIRE RATING REQUIREMENTS.
6. DIFFERENTIAL DEFLECTION BETWEEN ADJACENT BEAMS WILL
REQUIRE MINOR SHIMMING OF CEILING FURRING CHANNELS TO
MAINTAIN A LEVEL CEILING.
7. DRAFTSTOPPING REQUIRED BETWEEN UNITS AND ON EACH SIDE OF
CORRIDOR. SEE ARCHITECTURAL.
8. BUILD MASONRY WALLS FULL HEIGHT TO UNDERSIDE OF DECK, ALLOW
FOR STEEL BEAM POCKETS AND PASS-THROUGHS.
9. MANUFACTURER TO LAY OUT TRUSSES TO MISS SANITARY LINES AND
DRAIN LINES. COORDINATE WITH PLUMBING & ARCHITECTURALS.
10. SEE S210 FOR STEEL LINTEL SIZES AND LOCATIONS.
11. WOOD BEARING WALL STUDS REQUIRE ATTACHMENT OF SHEATHING
TO REACH DESIGN CAPACITY. TEMPORARY BRACING MAY BE
REQUIRED TO PREVENT BOWING OR BUCKING OF STUDS DURING
CONSTRUCTION, PRIOR TO APPLICATION OF WALL SHEATHING.
CONTRACTOR TO PROVIDE BRACING AS NEEDED TO PREVENT
DEFORMATION OF STUDS.
12. ALL STEEL ELEMENTS SUPPORTING MORE THAN (1) FLOOR SHALL BE
PAINTED WITH 2-HR RATED INTUMESCENT PAINT, UNLESS NOTED
OTHERWISE.
13. T.O. WOOD BEAMS SHALL MATCH T.O. WOOD FLOOR TRUSS
ELEVATION, UNLESS NOTED OTHERWISE. SEE PLANS AND DETAILS
SHEET NOTES
WOOD STUD WALL SCHEDULE
LOCATION
EXTERIOR BEARING
FLOOR LEVEL
4
3
2
SIZE AND
SPACING
2x6 AT 16" O.C.
WOOD
SPECIES/GRADE
SPF NO. 2
1
2x4 AT 16" O.C.
INTERIOR BEARING
4
3
2
SPF NO. 2
INTERIOR NON-
BEARING ALL SEE ARCH FOR SIZE
(16" O.C. SPACING)SPF STUD GRADE
2x6 AT 16" O.C.
1
2x6 AT 16" O.C.
2x6 AT 16" O.C.
SPF S.S.
SPF S.S.
FLOOR FRAMING PLAN LEGEND
= STAIR FRAMING BY OTHERS
= P.T. 2x12 BALCONY FRAMING
= TYP. WOOD FLOOR FRAMING, SEE PLAN
= WOOD OR STEEL BEAM, SEE SCHEDULE
= WOOD TRUSS COLLECTOR, SEE S200, S201, AND S202
= WOOD SHEAR WALL COLLECTOR BLOCKING, SEE
S200, S201, AND S202
INEGSS
LOINA E NPROF REEN o.
GRE S
DRETEI
STATE OF
NA ADNII
11100391 NNAMFFOHHPESOJ
SHEET NUMBER:
PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture,
Inc. The concepts, ideas, plans and details are the sole
property of KJG Architecture, Inc. None of the
aforementioned shall be used by or disclosed to any
person, firm or organization for any purpose without the
prior written permission of KJG Architecture, Inc.
NO. DESCRIPTION:DATE
ISSUED:
DRAWING TITLE:
PROFESSIONAL SEAL:
PROJECT DATE:
DISCLAIMER:
KJG ENGINEERING
527 Sagamore Pkwy W., Suite 101
West Lafayette, Indiana 47906
Ph: 765.497.4598 Fx: 765.497.4599
www.kjgengineering.com
08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021
S111
FOURTH FLOOR AND
ROOF FRAMING PLAN
E2020.174 KBM
1/8" = 1'-0"S111
1 FOURTH FLOOR FRAMING PLAN
1/8" = 1'-0"S111
2 ROOF FRAMING PLAN NNBEAM AND HEADER SCHEDULE
MARK (OPENING)SIZE MIN. BEARING
<4'-0"(2)-2x10 (2)-2x's
<9'-0"(3)-2x12 (3)-2x's
B-1 2-PLY x 7.25" LVL (2)-2x's
B-2 2-PLY x 18" LVL (3)-2x's
B-3 3-PLY x 18" LVL (4)-2x's
SB-1 W10X49 SEE PLAN
SB-2 W14X30 SEE PLAN
SB-3 W16X57 SEE PLAN
SB-4 HSS14X6X5/16 SEE PLAN
SB-5 HSS18X6X5/16 SEE PLAN
SB-6 HSS20X12X1/2 SEE PLAN
COLUMN SCHEDULE
MARK SIZE BASE PLATE TYPE ANCHOR RODS (DIA.
x EMBEDMENT)
C-1 3 1/2 x 3 1/2 PSL N/A N/A
C-2 5 1/4 x 5 1/4 PSL N/A N/A
C-3 HSS3-1/2X3-1/2X1/4 BP-1 3/4" x 10"
C-4 HSS5X5X1/4 BP-2 3/4" x 10"
C-5 HSS5X5X1/2 BP-2 3/4" x 10"
C-6 HSS12X4X3/8 BP-3 3/4" x 10"
NOTE:SEE SHEAR WALL PLANS AND DETAILS FOR LOCATIONS WHERE COLLECTOR
ELEMENTS (TRUSSES AND BEAMS) ARE REQUIRED FOR LATERAL STABILITY
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22