HomeMy WebLinkAboutS1-02 1
B
A
EXISTING TRIPLE STUD
BEAM, VERIFY HEIGHTS
3
S2-0
1
S2-0
2
S2-0
10"10" 4
S2-0
1'-7" 17'-6" 1'-7"6'-3"W12x26
1 3/4" x 10" LVL AND 2x6
PLATE ON TOP OF STEEL
BEAM
CANTILEVER LVL, EACH SIDE
BEAM OFFSET W/ 1/2" PLATE
MOUNTING ARM, BOTH ENDS
BEAM OFFSET W/ 1/2" PLATE
MOUNTING ARM, BOTH ENDS
(2) 1 3/4" x 10" LVLs
(2) 1 3/4" x 10" LVLs
CANTILEVER LVL, EACH SIDE
(1) 1 3/4" x 10" LVLs
JOIST HANGARS, TYP.
TJI230x10" @ 24" O.C.
ALIGN W/ EXISTING TRUSSES
1 3/4" x 16" LVL AND BEARING
PLATE, SEE DETAIL
2x6 @ 24" O.C.
3/4" ADVANTECH T&G SHEATHING, TYP.14'-8"12'-8" REPLACE EXISTING HEADER WITH
NEW BEAM (2) 1 3/4" x 11 7/8" LVLs
NEW STUD PACK COLUMN TO
SUPPORT HEADER BEAM, SEE PLAN
(3) 1 3/4" x 14" LVL BEAM
3/4" ADVANTECH T&G SHEATHING, TYP.
2x6 WALL ON TOP OF BEAM UP TO
JOISTS, JOIST BEAR ON DOUBLE
TOP PLATE
4x6x3/8" BRICK SUPPORT ANGLE,
THRU BOLT TO LVL BEAM @ 24" OC
W/ 5/8" DIA. BOLTS
NEW STUD PACK COLUMN TO BEAM,
SEE PLAN
TJI230x10" @ 24" O.C.
ALIGN W/ EXISTING TRUSSES
SISTER 2x6 & PLATE
CONNECTORS TO EVERY
OTHER TRUSS MEMBERS AT
AREA WHICH NEW ROOF TO
OVER BUILD ON TO.
(1) 1 3/4" x 10" LVL
DOUBLE 2x8 BEARING PLATE TO LAND
JOITS ON
SEE ARCH ELEVATIONS AND
SECTIONS FOR ADDITIONAL
FRAMING AND DIMENSIONS
2 1
B
A
MODIFY JOISTS AT SHAFT LOCATION, TYP.
CONTRACTOR TO DOCUMENT JOIST CONDITION
AT EXACT CUT LOCATION AND CONTRACT JOIST
COMPANY (NUCOR OR EQ.) FOR ENGINEERED
SHOP DRAWING FOR JOIST MODIFICATION
REQUIRED.
REMOVE PORTION OF JOISTS
W10x26
EXISTING CHANNEL
SUPPORTED BY CMU
MUST REMAIN, BRACE
AND RE-ANCHOR AS
NEEDED.
HSS 5x5x1/4 STEEL COLUMN W/ 12x12x1/2"
BASE PLATE AND 1/4" BENT PLATE TOP
MOUNT BRACKET. GALVANIZED.
BUILT UP 2x6 WOOD FRAMING COLUMNS, TYP.
HSS 5x5x1/4 STEEL COLUMN W/ 12x12x1/2"
BASE PLATE AND 1/4" BENT PLATE TOP
MOUNT BRACKET. GALVANIZED.
4
S1-0 5
S1-0
+/- 9'-8"
L5x5x1/2" x 16" BEARING ANGLE, THRU BOLT TO
EXISTING CONCRETE WALL W/ (3) 1" DIA. BOLTS
AND 1/2" PLATE WASHER ON BUILDING
EXTERIOR. NUTS TO BE ON INTERIOR.
2 1
B
A
F2 F2
F1 F1
F1 F1
WF1
WF2
4
S1-0
SAW CUT NEW WINDOW OPENINGS.
CUT FULL DEPTH, NO DEMO HAMMERING.
REMOVE EXISTING SLAB AND POUR NEW
THICKENED SLAB WITH LIFT RECESS,
DOWEL INTO EXSITING, SEE SECTIONS
20"x1" DIA. DOWELS EPOXY
EMBEDED 10" INTO EXISTING
FOUNDATION WALL, 12" O.C.
VERTICALLY
20"x1" DIA. DOWELS EPOXY
EMBEDED 10" INTO EXISTING
FOUNDATION WALL, 12" O.C.
VERTICALLY
1'-0" 1'-0"4'-5"13'-5 3/4"14'-8"12'-8" 17'-6" 12'-10"
10'-8" 7'-5" 7'-1" 13'-8" 7'-1" 7'-5" 10'-8"
F3 F3
5
S1-0
8" FULLY GROUTED CMU W/
VERTICAL #5 BAR AT 32" OC
FULLY GROUTED CMU FOR 24" AT
NEW OPENING. NOTCH BEARING
FOR NEW BEAM AND EMBED
BEARING PLATE W/ STUDS
ALL TEMP BRACING TO BE BY
CONTRACTOR FOR WALL DEMO
FIRST FLOOR
0"7'-11"4'-4"1'-0"10" 3'-7"
4" SLAB OVER 4" GRAVEL. SLOPE
SLAB TO THRU WALL DRAIN
#6 BARS @ 8" O.C.
3'-0"
#6 BARS @ 12" O.C.
#6 BARS @ 12" O.C.
2" COVER FOR ALL
VERTICAL BARS
10" CONCRETE CAST IN
PLACE RETAINING WALL
RETAINING WALL
BEYOND, MATCH WALL
CONSTRUCTION.7'-11"FIRST FLOOR
0"3'-0"12"x1" DIA. EPOXY DOWELS, 2
ROWS OF 3 (6 PER FOOTING)
6"
4 VERTICAL #5 BARS, 1 PER
CORNER W/ 2" OF COVER
tel: 765.649.8477
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ANDERSON
INDIANAPOLIS
DETROIT
DRAWN BY
krM JOB NO.
DRAWING NO.REVISIONSDRAWING NAME
S1-0
STRUCTURAL
FOUNDATION &
FRAMING PLAN
Author
20128
02/12/2021
BID SET4775 E 126th St Carmel IN 46033STATE BANK20128 - CARMEL BRANCHBID SET02/12/2021SCALE: 1/8" = 1'-0"1 ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"2 FIRST FLOOR FRAMING PLAN
SCALE: 1/8" = 1'-0"3 FOUNDATION PLAN
SCALE: 1/2" = 1'-0"4 CLEARSTORY RETAINING FOUNDATION
#
F1
F2
F3
WF1
WF2
DEPTH
-3-0"
-5'-0"
-3'-0"
-7'-11"
-7'-11"
LENGTH
2'-6"
4'-0"
2'-0"
SEE PLAN
SEE PLAN
WIDTH
2'-6"
2'-0"
1'-1"
4'-4"
2'-0"
THICKNESS
2'-0"
4'-4"
3'-0"
1'-0"
1'-0"
REINFORCING
#5 BARS @ 10" EACH WAY
#5 BARS @ 10" EACH WAY
SEE DETAILS
SEE DETAILS
#6 BARS @ 12" CONTINUOUS
FOUNDATION SCHEDULE
SCALE: 1/2" = 1'-0" 5 HAUNCH FOOTING
05/07/21