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BEAM SCHEDULE
MARK
MATERIAL
PLIES
SIZE
BM1
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3.5"X11.25"
BM2
24F -1.8E BOOZER
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3.5"X11.25"
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24F -1.8E BOOZER
1
3.5"X11.25"
OUTSIDER
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BIM14
NO.2 SYP
2
2X12
8105
NO.2 SYP
2
2X12
BM6
24F -1.8E BOOZER
1
3.5"X11.25"
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BM7
24F -1.8E BOOZER
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OUTSIDER
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3.5"X11.25"
BM8
NO.2 SYP
2
2X12
BM9
NO.2 SYP
2
2X12
BM10
1.75" 2.0E LVL
4
1.75"16"
BM11
NO.2 SYP
2
2X12
BM11
NO.2 SYP
2
2X12
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
F -TNUMBER OF PLIES IN HEADER
-= NUMBER OF KING STUDS
(2),2x6,2:1
I NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
�Or- # SHEARWALL LOCATION
S V V -/S SEE DETAILS OR FASTENERS
SHEET NUMBER
DETAIL NUMBER
SHEAR WALL DESIGNATION
PORCH/GLULAM BEAM
INTERIOR BEARING WALL
O 1 -STORY THREADED ROD
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
BEAM. SEE TABLE FOR SIZE
------------ EEI 50 3.5"X16" I -JOISTS AT 16" O.C.
4
--------------- 2X12 JOISTS AT 16" O.C.
2X12 LEDGER
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
B WITH (2) " THROUGH BOLTS. FASTEN POST TO FOOTING WITH
ABU66. USE 10d NAILS IN ALL HOLES.
2x6 NO.2 SYP LEDGER
OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
WITH 10d NAILS AT 3" O.C.
OBEAM TO BEAM LUS210-2, ALL HOLES FILLED WITH 10d NAILS.
OFASTEN BEAM TO HEADER WITH MTS20, ALL HOLES FILLED WITH 10d
NAILS.
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OFFICE COPY Sheet
REVISION S2,01
BP# CSh l*7-Cw,9S
DATE 5- J 2 6 /
SIGNED_rYI _ 2 OF 6