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PLAN NOTES;
1. SEE DRAWING S6 FOR GENERAL NOTES, TYPICAL DETAILS AND ADDITIONAL INFORMATION.
2. BOTTOM OF WOOD TRUSS EL. = 874' -6' (UNLESS OTHERWISE NOTED).
3. VERIFY THE LOCATION AND DEPTH OF THE HIP MASTERS WITH THE WOOD TRUSS SUPPLIER.
4. THE WOOD TRUSS SUPPLIER IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DESIGN OF THE
TRUSSES ACCORDING TO THE DESIGN LOADS ON DRAWING S6 AND ANY MECHANICAL EQUIPMENT
LOADS PER THE MECHANICAL DRAWINGS.
671
ACK RAFTERS AND TRUSSES ARE TO BE CONNECTED TO THE STRUCTURAL STEEL BEAMS PEI
;ECTIONS 6, 7, AND 9 ON DRAWING S5.
6. CAMBER TRUSSES FOR DEAD LOAD DEFLECTION AND LIMIT LIVE LOAD DEFLECTION TO L/360.
7. TRUSS SUPPLIER SHALL FURNISH ALL WOOD FRAMING INDICATED OR SHOWN ON THE DRAWINGS. FRAMING
SHALL BE A STEP DOWN HIP SYSTEM WITH CORNERS. ALL DORMERS SHALL BE OVERBUILDS USING A TRUSS
HIP — VALLEY SYSTEM.
11
12.
1Q 13.
DO NOT POSITION WOOD MEMBERS DIRECTLY OVER COLUMNS.
TYPICAL T /STEEL EL. = 874' -3" (UNLESS OTHERWISE NOTED).
(XXX' -X') INDICATES TOP OF WIDE FLANGE STEEL ELEVATION IF ELEVATION IS NOT AT TYPICAL 874' -3
No INDICATES MOMENT CONNECTION. SEE TYPICAL MOMENT CONNECTION DETAIL B ON DRAWING S5.
COPE W16 TO AVOID INTERFERENCE WITH CHANNEL.
OPENING THROUGH BOTTOM CHORD. COORDINATE LOCATION AND SIZE WITH ARCHITECTURAL DRAWINGS.
HEADERS TO BE DESIGNED BY TRUSS SUPPLIER.
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CONSULTING ENGINEERS
Ter Horst, Lamson & Fisk, Inc.
2629 Waterfront Parkway
East Drive Suite 100
Indianapolis, IN 46214
Phone: 317 -328 -1500
Fax: 317- 328 -9383
411
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Title:
ROOF FRAMING
PLAN
Sheet No.:
S3
D. \92062' 1/1193, 14.2
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7