HomeMy WebLinkAbout06120009.16DEAD LOAD 38 LB
LIVE LOAD 50 LB
UPLIFT 24 LB/FT
TRUSS PROFILE
SCALE: NTS
ALL nwL" nnvr. w
OVERHANG ON SOUTH
SIDE
001 _TRUSS PROFILE -26125
DEAD LOAD 38 LB
LIVE LOAD 50 LB
UPLIFT 24 LB/FT
TRUSS PROFILE
SCALE: NTS
ALTERNATE
002—TRUSS PROFILE-26125
TRUSS PROFILE NOTES:
1. SEE RELATED STRUCTURAL AND ARCHITECTURAL SECTIONS FOR COORDINATION OF ROOF OVERHANG
INFORMATION.
2. ALL ROOF FASCIA HEIGHTS ARE TO BE COORDINATED W /ARCHITECTURAL DRAWINGS TO ASSURE
CONFORMANCE TO ARCHITECTURAL INTENT.
3. ALL TRUSS LAYOUT AND CONFIGURATIONS ARE CONCEPTUAL FINAL LAYOUT AND DESIGN ARE TO BE
BY TRUSS MFG /SUPPLIER.
4. ALL TRUSS DESIGN LOADS (SHOWN ON PROFILES) ARE CONFIGURED BASED ON COMMON TRUSSES. ALL
GIRDER TRUSSES ARE TO BE DESIGNED WITH POINT LOADING FROM COMMON TRUSSES AS REQUIRED.
5. FOR ADDITIONAL TRUSS LOADING AND MISCELLANEOUS INFORMATION, SEE NOTES ON SHEET S401.
ROOF FRAMING PLAN
SCALE: 16' = 1' -0' --
0' 1' 2' 4' 8' 16'
PLAN NORTH
PLAN NOTES
1. ELEVATIONS (f), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0'), SEE
CIVIL DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION WITH MECH
CONTRACTOR AND EQUIPMENT SUPPLIER.
5. = FLOOR DECKING.
6. _____ = INDICATES BEARING WALL
7. TRUSS BRG = +(18' -7"), UNO.
8. ALL MASONRY OPENINGS, NEW AND EXISTING, NOT NOTED OR
SPECIFICALLY DETAILED IN SECTION ARE TO BE LINTELED AS PER
MASONRY SCHEDULES ON SHEET S401, UNO.
9. NO PRECAST LINTELS ARE TO BE USED IN DOOR AND WINDOW HEADS 0
EXTERIOR WALLS.
CONSULTANTS
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ME126125