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FRAMING NOTES AND LEGEND to
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. - W
STUD MATERIAL: 2x No.2 SPF,LINO, o
Z CO
HEADERS:
ALL HEADERS ARE 2 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z w
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X a�
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO p v
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' O v
LU
(2)2X6 1:1 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O
1
S5v w
E A A HEADER NOTATION IS: o 0
TYP NUMBER OF PLIES IN HEADER
(2)2X12 NUMBER OF KING STUDS
(2)2X6 1:1 1
(3)2X10 '
o co (2) 2, x6,�. us N
} W r3
aj I NUMBER OF CRIPPLE STUDS
(2)2X6 1:1
(2)2X61:1 II---- SIZE OF DIMENSIONAL LUMBER z o
4 O
S5 SHEAR WALLS: ; s
(2)2X6 1:1 (3)2X10 (3)2X10 (2)2X8 3:1 601 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z `�
13 (3)2X12
4 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
S5 (2)2X8 2:1 S5 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
A Z
SW-6/S5 - �+
(2)2X6 1:1 A _ SW -#�S# SHEARWALL LOCATION Q
(3)2X10 to SEE DETAILS FOR FASTENERS a
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S5
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_ (2)2X6 1:1 SHEET NUMBER U z M
C0 DETAIL NUMBER Z �/ CN
2X10 JOISTS AT 24"O.C. FASTEN SHEAR WALL DESIGNATION t0 J
W
TO TRUSSES WITH 10d NAILS AT 4" A � � � � �—
O.C.IN BOTTOM CHORD AND ALL DOUBLE 2X10 CEILING JOIST FOR RIDGE U U-
DOUBLE
U
INTERSECTING WEBS. FG1
� BEAM SUPPORT, UNO. � a/ LU W
PORCH/GLULAM BEAM a/ W U m
I S5
(3)2X12 0 U
A A
(2)2X6 1:1 (n cCN !-'
Le
# HIGH UPLIFT DESIGNATION. z = `' z
4 (2)2X10 3:1 O Q
S5 v"'i ST-# DETAIL NUMBER U
(2)2X8 2:1 X SHEET NUMBER O
U
(2)2X6 1:1 U)
TRUSS/BEAM LABEL O
A UPLIFT CONNECTION m
(3)2X12
INTERIOR BEARING WALL
(2)2X6 1:1 602 O
EZ '
® 1-STORY THREADED ROD c�
1 � N
N
OD D S5 2-STORY THREADED ROD (39 299
8 O O V Q O
55 ter'
(2) 1.75"x9.25"2.0E (2)2X6 1:1 - I A (3)2X12 (3)2X12 INDICATES GLAZING CLASSIFIED AS END ZONE.
3 G-P LAM LVL 4:2 1 ALL OTHER GLAZING LOCATED ON EXTERIOR OF
11 EZ
S5 S5 S5 SSIFIED AS INTERIOR
ZONE.SEE COMPON NLSTRUCTURE WILL BE T AND CLADDING DESIGN
(2)2X6 1:1 PRESSURES,"ON COVER SHEET. w
�` y
7/16 OSB ROOF DECK FASTENED TO V/■
FRAMING WITH 8d RING SHANKS AT 6"O.C. GABLE BRACING LOCATION. J
ON EDGE AND 12"O.C. IN FIELD.
W
TRUSS TO BEAM CONNECTION:H2.5A WITH I RST LEVEL FRAMING PLAN > a
(10)8d NAILS FOR UPLIFTS LESS THAN 600 - W
LBS. (2)H2.5A WITH (10)8d NAILS EACH FOR
J
UPLIFTS LESS THAN 1200 LBS.
O VERIFY OR PLACE DOUBLE STUD GROUP UNDER L
7
A BEAM BEARING.FASTEN BEAM TO STUD GROUP
WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING
(3)2X10 PERIMETER BEAM.FASTEN TO WITH LTT20B.USE 10d NAILS IN ALL HOLES.
POST WITH L3X3X1/4X3"LONG ANGLE,
1/2"X4"LAG SCREWS INTO BEAM AND INTO PLACE 6x6 POST UNDER BEAM BEARING.FASTEN LL
TOP OF POST. O BEAM TO POST WITH(2)MSTA24.FASTEN POST TO
FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. LL
OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS
WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS
170 SYP POST IN CONCRETE COLLAR AS AT 6"O.C. ON EDGE, 12"O.C.IN FIELD.
SHOWN.
ADD SECOND PLY OF 7/16"OSB TO GARAGE
00
D RETURN.FASTEN WITH 10d NAILS AT 4"O.C.ON 91
EDGE,8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT S9
CORNER AND AT GARAGE DOOR. c Uj
(L v
O 12"0 POST.SEE DETAIL 1/S3. a v
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