HomeMy WebLinkAbout(08) S2-202u
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NOTES:
ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL
WIDTH OF Y. ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH.
PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN.
PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW
CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES.
TYPIC/
SCALE : 376" = 1'-0
CONTINUE SHEATHING AND
NAILING PAST MULTIPLE auurunir rwnn C1 11 1 nnnru roc rnl Inn.
SEE FLAN
SHEAR WALL OVER SLAB ELEVATION
NOTES:
ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL
WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH.
PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN.
PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW
CONNECTION BETWEEN SOLF n' "rc "'n nn'n' c Tnn n' "roc
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carmel
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cuurunir twee C1 11 1 MMnrU OF TRUSS;
NCHORDAND
L SHEAR WALL OVER SLAB ELEVATION
NOTES
ALL PANEL EDGES SHALL BE BLOCKED W ITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL
WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH.
PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN.
PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW
CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES OR BETWEEN TRUSS SHEAR
PANELS.
HIGH ROOF
FOURTH FLOOR/LOW ROOF
SECOND FLOOR
SIMPSON COUPLER (ATS-
HSC1010 FOR 11/4"THREADED
ROD AND ATS-HSC88 FOR 1"
THREADED ROD), TYP.
CONTINUE THREADED ROD
THROUGH FULL HEIGHT OF CMU.
SEE SHEAR WALL SCHEDULES
FOR THREADED ROD SIZE AND
EMBEDMENT REQUIREMENTS INTO
THE CONCRETE PODIUM, TYP. _
SHEATHING OVER FULL DEPTH OF TRUSS;
ATTACH TO TOP CHORD BOTTOM CHORD AND
VERTICAL WEB MEMBERS
(3) COURSES OF BOND BEAMS W/
(2) #4 x CONT. REINFORCING;
PROVIDE #4 W/ 24" LEGS CORNER
BARS EACH END, TYP.
(3) #5 AT 8" O.C. AT WALL CORNERS,
REMAINING WALL AT #5 AT 16" O.C.
VERTICAL BARS, PROVIDE EPDXIED
DOWELS W/ 6" EMBED INTO PODIUM
SLAB TO MATCH AND LAP W/
VERTICAL BARS
�/ISegeIlElT,�
TYPICAL SHEAR WALL OVER CMU
SCALE : 3/16" = V-0"
NOTES:
ALL PANEL EDGES SHALL BE BLOCKED WITH BLOCKING MEMBERS HAVING A MINIMUM NOMINAL
WIDTH OF 3". ALTERNATIVELY, (2) 2x MEMBERS CAN BE BUILT UP TO ACHIEVE THE MINIMUM WIDTH.
PROVIDE DOUBLE BEARING WALL STUD LAYOUT PER SCHEDULE, HEADERS AND SILL PER PLAN.
PROVIDE SIMPSON BP(X) BEARING PLATES AT ALL BOLTS AND ANCHOR BOLTS; ABOVE AND BELOW
CONNECTION BETWEEN SOLE PLATE AND DOUBLE TOP PLATES.
TPYPICAL SHEAR WALL OVER STEEL BEAMS
SHEATHING OVER FULL DEPTH OF TRUSS;
ATTACH TO TOP CHORD BOTTOM CHORD AND
VERTICAL WEB MEMBERS
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WOOLG ERT
MCNITECTUE IENOINEMINOjOEO V ATIAL
7635 Interactive Way
Suite 100
G Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
oeawenM
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
SHEAR WALL
ELEVATIONS
S2=202
DATE: 10/31/19