HomeMy WebLinkAboutS510 Typical Steel DetailsRELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Carmel
�1�1X�31a,
DATE: 03/25/19
NOTE: VERIFY TRUSS PROFILE IN FlEID
ADD 2x4 CONT ON FAR SIDE OF
TRUSS W/ 12D NAILS @ 6O.C.
ADD 2e4 WEB REINS NEAR SIDE OF
1-7 TRUSS W/ 12D NAILS @ 6" O.C.
ADD N4 CONT ON FAR SIDE OF
TRUSS W/ 120 NAILS @ 6' O.C.
EXIST LOAD - BEARING WALL
051TRUSS REINF. DETAIL
(2) -16d TOENAILS TO EXISTING
PIATES TYP. TOP & BOTTOM
(3) -1@' OIA. BOLTS THRU STUDS & BEAM
INSTALL NEW 2x6 STUD EA, SIDE OF
BEAM & EXTEND FULL- HEIGHT (OR TO
HEADER WHERE WINDOW OCCURS)
04JDETAIL @ EXISTING
EXISTING
NOTE: SEE PLAN FOR SIM CONDITION @ CORNERS
1/4XI THIGH PL Al 3/16' FILLET WELD TO
COL CAP PL
(3) - 1/2" DIA THPoJ- BOLTS E
BEAM (3" SPACING)
1/4" COL CAP PL W/3/16'
FILLET WEIR ALL AROUND
TO COLUMN
031 WOOD BM -COL CONNX.
2x6 @ 24" O.C. W/ 112'
OSBSHEATHING
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712'
GALV L5x5x318CONT. W/3/16'x2'
FILLET WELD @12' O C. TOP &
BOTTOM
021 DETAIL (o) PARAPET
VARIES
2"
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mL 12 12
A
COLUMN: REF. PLAN (HSS TUBE OR PIPE)
PLATE THICKNESS: 3/4"
PLATE GRADE: REF. GENERAL NOTES
BOLT DIAMETER: 314"
BOLT SPECIFICATION: REP. GENERAL NOTES
CB1 GROUT PAD: 11/2'THICK, NON -SHRINK
HANGER & JOIST PER PLAN
� WOOD DECK PER PLAN
NEW BEAM PER PLAN REMOVE
BRICK & SHEATHING AS RECD.
3/411 = 11.011
ELOW NOT
R CLARITY
HIGH W/3(16'
TO COL CAP PL.
1 1/211=11.011
ROOF DECK PER PLAN
— —
BEAM PER PLAN
L4x4xt/4x0'4'CUP EA.
SIDE @ COLUMN W/3/16
FILLET WELD ALL AROUND
TO CAM & COLUMN TYP.
H885x5xl/4 CONT.
3/411=11.011
3/411= 11-0" �01 I TYPICAL COLUMN BASE DETAILS 13/411= 11.011
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Carmel,
(Zionsville), IN
10325 N. Michigan RD.
Carmel, IN 46032
Owner.
Chuys OPCO
1623 Toomy Road
Austin, TX.78704
Ph: (512) 473-2783
Contact: Michael Hatcher
Architect:
PKWYArchgects, LLC
1000 Civic Circle
Lewisville, TX. 76067
Ph: (972) 221-1979
Project Contact: Bill Pounds
MEP En�c ineer:
Dialectic, Engineering
310 W. 20th St.
Suite 200
Kansas City, MO. 64108
Ph: (816) 997-9627
Contact: Joe Hillehrenner, ME PE
Structural Engineer
Armstrong -Douglass Partners
1601 Bryan St.
Suite 202
Dallas, TX 75201
Ph: (214) 237-7022
Contact: Scott Armstrong, PE
Landscape Architect
Belle Finns, Inc.
4245 North Central Espy.
Suite 501
Dallas, Texas, 75205
Ph:(214)865-7192
Contact: Kon Haug, ASLA, CLARE
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Engineer: Scott R. Armstrong, P.E.
No.
Description
Date
Author
Checker
04-97221
TYPICAL STEEL
DETAILS
S510