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FRAMING PLAN NOTES:
1. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.
2. ALL DIMENSIONS ARE TAKEN FROM OUT TO OUT OF STUD, UNLESS
OTHERWISE NOTED. DIMENSIONS WITH +/- ARE TO BE FIELD VERIFIED BY
CONTRACTOR.
3. REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS.
4. REFER TO ARCHITECTURAL FOR DIMENSIONS OF ALL WALLS AND LOCATIONS
OF ALL NON -LOADING BEARING WALLS.
1 ) 5. REFER TO ARCHITECTURAL PLANS FOR TRUSS BEARING HEIGHTS.
6. WOOD LVL's SHALL HAVE THE FOLLOWING PROPERTIES:
E = 2.Oe6 PSI, Fb = 2750 PSI
7. MULTI -PLY LVL BEAMS SHALL HAVE INDIVIDUAL PLIES NAILED OR SCREWED
TOGETHER AT 12" MINIMUM SPACING (STAGGERED.)
ROOF TRUSS NOTES:
WOOD ROOF TRUSSES SHALL BE DESIGNED AND FABRICATED
FOR THE LOADS SHOWN IN THE LOAD SUMMARY BELOW.
D
TRUSS DESIGN SHALL BE CERTIFIED BY THE FABRICATOR AND
THE TRUSS DRAWINGS SHALL BE SEALED BY A REGISTERED
PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE
STATE OF INDIANA.
ROOF LIVE LOAD 20 PSF ROOF LIVE LOAD 20 PSF
ROOF DEAD LOAD -RINK 25 PSF ROOF DEAD LOAD -LOUNGE 30 PSF
ROOF TOTAL 45 PSF ROOF TOTAL 50 PSF
LIMIT ROOF LIVE LOAD DEFLECTION TO L/240.
LIMIT ROOF TOTAL LOAD DEFLECTION TO L/180.
D
LINE KEY.:
= ROOF TRUSS/JOIST
= WOOD STUD BEARING WALL
= WIND BEAM, SEE DETAIL 8/S310
= BEAM/HEADER
= ROOF LINE
D=
GLULAM BEAM (G.L.B.)
KEYNOTES:
1❑ PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. MAX
2❑ WOOD TRUSS OVERFRAMING AT 24" O.C.
3❑ OSB SHEATHING OVER 2" TONGUE AND GROOVE
DECKING OVER GLULAM PURLINS AT 8'-0" O.C. MAX.
202 WOOD ROOF JOISTS AT 16" O.C. MAX.
5❑
RTU, COORDINATE SIZE, LOCATION, AND WEIGHT WITH
5
MECHANICAL PLANS.
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DISCLAIMER:
This is an original design, created by KJG Architecture, Inc. The
concepts, ideas, plans and details are the sole property of KJG
Architecture, Inc. None of the aforementioned shall be used by or
disclosed to any person, firm or organization for any purpose
without the prior written permission of KJG Architecture, Inc.
PROFESSIONAL SEAL:
PROJECT DATE:
09/14/2018
No. DESCRIPTION: DRAWN DATE
BY: ISSUED:
1 ADDENDUM 1 DWP 9/21/18
PROJECT NUMBER: DRAWN BY:
A2018.078 ASW
DRAWING TITLE:
ROOF FRAMING
PLAN
SHEET NUMBER:
RELEASED FOR CONSTRUCTION
Subjeut to compliance with alll redulh46uns
of State and local Cods
Chofram el
DATE: 11/26/18
William Hohlt
ROOF FRAMING PLAN
SCALE: 1 /8"=1'-O"