HomeMy WebLinkAbout184SEE STUD AND SHEARWALL _ 0.148"0 X 3 1/4" NAILS @ 12" O.C.
SCHEDULE AS NOTED ON PLAN. SEE SHEAR WALL SCHEDULE @
SHEAR WALL LOCATIONS
EDGE NAILING. EDGE NAILING.
FLOOR SHEATHING -\,FLOOR SHEATHING LF
CONT. 2X
EDGE NAILING
FLOOR TRUSS FLOOR TRUSS
FL
SEE STUD AND SHEARWALL CONT. "L" METAL W/ #10 S
SCHEDULE AS NOTED ON PLAN. TEK SCREW @ EACH STUD.
ADJUST HEIGHT AS REQUIRED
FOR CEILING ATTACHMENT
SEE STUD SCHEDULE AND
LOOR
EE
SHEAR WALL SCHEDULE
AS NOTED ON PLAN.
.148" OX3 1/4" NAILS @ 12" O.C.
SEE SHEAR WALL SCHEDULE @
SHEAR WALL LOCATIONS
SHEATHING EDGE NAILING
.
.
6
•
•
OOR TRUSS
PLAN
CONT. "L" METAL W/
#10 TEK SCREW @ EA. STUD
ADJUST HEIGHT AS REQUIRED
FOR CEILING ATTACHMENT
1 X RISER 0.1,31"0 X 2 1/2"
TOE PLATES NAILS @ 6" O.C.
TYPICAL.
#2 2 X 12
TREADS. TYP.
EDGE NAILING.
STAIR WELL OR
ELEVATOR SHAFT
(2) #2 2 X 12
STRINGERS. TYP.
LUS210 HANGER
AT EACH JOIST. (1) A34 CLIP @ EACH STRINGER
DBL. BOND BEAM W/
4-#5 CONT. TO EXTEND
FULL LENGTH OF CMU WALL 2X JOISTJ BEAM
SEE PLAN. SEE PLAN.
8" CMU WALL, SEE FOUNDATION
DETAILS FOR REINFORCING.
SECTION a PARTY WALL 11 FRAMING a CMU WALL 7 SECTION at STAIR BEAM 4
SYMMETRICAL ABOUT (U.N.O.)
2 HOUR WALL
SEE STUD AND SHEARWALL RE: ARCH.
SCHEDULE AS NOTED ON PLAN. 71
EDGE NAILING EDGE NAILING.
SEE 1A/S8.40
8" CMU WALL, SEE FOUNDATION -- FOR NAILING.
DETAILS FOR REINFORCING. FLOOR SHEATHING LUS210 HANGER
FLOOR SHEATHING
A
STAIR WELL OR T EACH JOIST.
ELEVATOR SHAFT 0.148"0 X 3" NAILS
TYPICAL.
2X JOIST BEAM _
- � - SEE PLAN. SEE PLAN.
6" Z2 X 10 CORRIDOR1 . HU212-2 (MAX.)
JOISTS @ 16" O.C. LUS210 HANGER DBL. BOND BEAM W/ SLOPED SEAT Project
• @ EACH JOIST. 4-#5 CONT. TO EXTEND HANGER.
FULL LENGTH OF CMU WALL (2) #2 2 X 12
STRINGERS. TYP. �Q BARRINGTON
DOUBLE BOND BEAM WITH FLOOR TRUSS 2 X 10 CONT. LEDGER WITH �\ Q�
(4) #5 CONT. TO EXTEND SEE PLAN 1/2"� X 4" EMBEDMENT 8" CMU WALL, SEE FOUNDATION 0.148"0 X 3" NAILS h
EXPANSION ANCHORS @ DETAILS FOR REINFORCING. @ 6" O.C. STAGGERED. at CARMEL
FULL LENGTH OF WALL. CONT. "L" METAL W/ #10 16" O.C. STAGGERED.
SEE STUD AND SHEARWALL 771 TEK SCREW @ EACH STUD.
SCHEDULE AS NOTED ON PLAN. ADJUST HEIGHT AS REQUIRED
FOR CEILING ATTACHMENT CARMEN, INDIANA
SECTION 2 HOUR WALL 10 CORRIDOR FRAMING CMU WALL 6 SECTION at STAIR BEAM 3 LECESM ooWrRCTMoMAW
SEE STUD AND SHEARWALL 2 HOUR WALL
SCHEDULE AS NOTED ON PLAN. RE: ARCH.
.148" OX3 1/4" NAILS @ 12" O.C. (U.N.O.)
SEE SHEAR WALL SCHEDULE @ SHEAR WALL FULL HEIGHT 12" LVL RISER.
8" CMU WALL, SEE FOUNDATION LOCATIONS FOR FASTENER SPACING #2 2 X12
DETAILS FOR REINFORCING. EDGE NAILING TREADS. TYP. CONSULTING
FLOOR SHEATHING (3) 0.148"0 X 3 1/4" NAILS ENGINEERS
FINISH FLOOR. TYPICAL. STRUCTURAL CONSULTANTS ASSOCIATES, INC.
\ FLOOR SHEATHING - - - FULL HEIGHT 12511 Emily Court
12" LVL RISER. Sugar Land, Texas 77478
19 DOUBLE TOP PLATE
713.779.7252 800.422.7252
� �
1 1 FAX: 713.779.1173
email: sca@sca.houston.com
1/4X6" SDS SIMPSON SCREWS @ 8" O.C. www.scaengLneers.com
`STAGGER TOP & BOTTOM
� ( ) Louisville, Kentucky 502.426.6789
12" LVL STRINGERJ 12" LVL STRINGER orlando, Florida 407.893.6200
\\—SEE STUD AND SHEARWALL CUT FOR STAIRS. (2)12" LVL CUT FOR STAIRS.
SCHEDULE AS NOTED ON PLAN. STRINGERS. TYP. 1
BOTH CUT FOR STAIRS S8.41 I Copyright @ SCA Consulting Engineers
CONT. "L" METAL W/ #10 This document is copyrighted and is an instrument of
service for the specific project for which it was prepared.
TEK SCREW @ EACH STUD. Reuse, copying or modification of this document whether in
SEE STUD AND SHEARWALL ADJUST HEIGHT AS REQUIRED NOTE. hard copy or electronic format other than for the specific
SCHEDULE AS NOTED ON PLAN. FOR CEILING ATTACHMENT ALLLUMBER USED FOR STAIR STRINGERS purpose intended, without written permission from SCA
Consulting Engineers is a violation of federal copyright law.
The ideas, concepts, inventions or methods described herein are Patent
AND TREADS TO BE #2 GRADE OR BETTER. Pending and are the sole property of SCA Consulting Engineers.
ISSUE DATES
SECTION 2 HOUR WALL 9 TYPICAL STAIR DETAIL Design Development
06-06-11
Bid Issue
xxxxx
Permit Issue �+
EDGE NAILING.1 X RISER 08-01-11 X100 1 98
0.131"0 X 2 1/2"
2 X 10 LEDGER FASTENED TOE PLATES NAILS @ 6" O.C.
Construction
1 -2X10 CONT. TYPICAL. p
W/ TO EACH STUD WITH viii �,.•�j� ate!
1/2"0 X 4" EMBEDMENT (4) 1/4"0 X 3 1/2" SDS SCREWS #2 2 X 12 ,a '
EXPANSION ANCHOR @ TREADS. TYP. tirrirtc�i�s�,
16" O.C. STAGGERED FLOOR SHEATHING
EDGE NAILING. Revisions
FLOOR SHEATHING _
- — " (2) #2 2 X 12
C" STRINGERS. TYP.
/STAIR WELL OR _ N BEYOND.
ELEVATOR SHAFT LUS210 HANGER AT EACH JOIST. HUS26-2
HANGER,
0.148"0 X 3" NAILS
LUS210 HANGER 2 X 10 JOISTS TYPICAL. FLOOR FRAMING DETAILS
AT EACH JOIST. @ 16" O.C.
• • 2X JOISTJ BEAM
DBL. BOND BEAM W/ SEE STUD AND SHEARWALL
FULL O
SEE PLAN. SEE PLAN.
CONT. EXTEND SCHEDULE AS NOTED ON PLAN. HU212-2 (MAX.)
FULL LENGTH OF CMU WALL SLOPED SEAT
HANGER.
FLOOR TRUSS (2) #2 2 X 12
8" CMU WALL, SEE FOUNDATION
DETAILS FOR REINFORCING. STRINGERS. TYP. SCALE. 1' = 1'-O'
0.148"0 X 3" NAILS h
@ 6" O.C. STAGGERED. S8.41
Drawn LHB Project 211071
E: Check Sheet
DRAWING NAME 211071S840.dw 7_29_11 6:12PM be noudl FRAMING CMU WALL 8 FRAMING STAIR MID—LANDING 5 SECTION at STAIR BEAM 1 Date 8.4
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