HomeMy WebLinkAboutA1.2-STRUCTURAL-FRAMING-PLAN-Rev.0STRUGTURAL FRAMING
PLAN NOTES
I. ALL INTERIOR WALLS TO HAVE 51" METAL
STUDS — TYPICAL.
2. BEAM AND CONNECTION DESIGN TO BE
VERIFIED KITH TRUSS DESIGN.
WOOD LAMINATE
BEAM SCHEDULE
STRUCTURAL
FRAMING PLAN
KEYED NOTES
I. FIVE 2 x 6 STUDS AT BEAM BEARING
LOCATIONS. HOOD STUDS TO BE GLUED AND
SCREWED WITH 2 3}" 5CREN5 AT 12' O.G.
EACH SIDE. METAL STUDS TO BE SPOT
WELDED TOGETHER.
2. LOCATION FOR EXTERIOR HALLS —
TYPICAL. 2 X 6 WOOD STUDS OR 6"
16 6A METAL 5TUD5 ® 16" O.G. WITH
BRICK VENEER.
3. LAMINATE BEAM AT JOIST BEARN6
LOCATION.
4. LAMINATE BEAMS AT CENTER OF ROOF
SPAN.
5. INTERIOR LOAD BEARING HALL, 2 X 6
HOOD 5TUD5 OR 6", 16 6A METAL
STUDS ® 16" O.G., 4' LONG MINIMUM —
T"(PICAL.
6. PROVIDE HEADERS AT DOOR < WINDOW
LOCATIONS — TYPICAL
7. PROVIDE SHEAR HALLS ON INTERIOR AT 35'
O.G. MAX.
6. PROVIDE 6 X 6 TREATED COLUMN.
9. INSTALL HEADER TO GARRY BEAM LOAD
OVER WINDOW.
A
—
X 2011
BEAM BEARING PLATE
B
- 5:12"
X 20"
DOUBLE 2 X 6 TOP PLATE
G
- 52"
X 14"
5 STUDS IT BEAM LOCATION
GLUED WITH 2 SCREWS AT 12 O.G.
D
— 5u
2
X 7
&
BEARING WALLS,11 LOAD 2 X 6 OR
6" 16 6A STUDS ® 16" O.G. TYP.
-A1.2 SEGTION
TYPIGAL LOAD BEAM WALL
G.TCCI RC AM L{ANGER
2-A1.2 SEGTION
RELEASED FOR CONSTRUCTION BEAM TO BEAM GONNEGTOR
Subject to compliance with all regulations
of State and meal Codes
City of Camel
`�N WJI`WA L_
DATE: \ 03/27/19
STRUGTURAL FRAMING7 PLAN
a
PLAN NORTH
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APPRP FOR CONfiIRL'LTION
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