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BEA M S C H E D U L E
BEAM
COMMON
NAIL
SPACING
LOW END
HIGH END
SPACING
NO.
BEAM SIZE
BEARING
BEARING
REMARKS
14
113
ELEVATION
ELEVATION
1"
B -1
(3) -2X12
11S' -0 114"
6d AT
(2)-1/2" CONT. SHEATHING SPACERS BETWEEN 2X12'S.
3
1/2"
4"
5"
SPIKE TOGETHER. SPLICE SHEATHING AT MID -SPAN.
4"
S"
6.
L
B -2
6 3/4 "X12"
114' -il 1/2'
7
GLU -LAM
B -3
(4) -2X12
11S' -0 1/4"
9 1/2'
(2) -5/8" CONT. SHEATHING SPACERS
10"
10"
8 1/2"
BETWEEN 2X12'S. SPIKE TOGETHER.
B -4
6 3/4'X12"
114' -11 1/2"
12"
GLU -LAM
B -S
6 3/4 "X10 1/2"
115' -1'
12"
GLU -LAM
B -6
6 3/4 "X10 1/2"
115' -1"
2
GLU -LAM
B -7
(3) -2X12
115' -0 1/4"
3
(2) -1/2" CONT. SHEATHING SPACERS BETWEEN 2X12'S.
4"
6
4"
SPIKE TOGETHER. SPLICE SHEATHING AT MID -SPAN.
B -8
S 1/8 "X.16 V21
116' -B V16l
.6'
GLU -LAM
B -9
(3) -2X12
107' -2 -7/6
t/2' CONT. SHEATHING SPACERS BETWEEN
8'
10'
6 1/2"
8"
2X12'S. SPIKE TOGETHER. CUT TO 10 3/40
15-10
5 I/89X 1 V21
lIG'. 8 1/ICo�
12'
GLU-LAM
10'
12"
112`• 51
GLU -LAM - -- - -- -
•
ROOF FRAMING PLAN
SCALE: 1/8 " =1' -0'
TABLES OF EQUIVALENT FASTENERS.
STAPLES. NAILS. AND T- NAILS.
(VALID FOR LATERAL LOAD ONLY)
COMMON
NAIL
SPACING
GAUGE
Twlam
EQUIV.
SPACING
OF APPR'D FASTENER
STAPLES
NAILS T -NAILS
16
15
14
113
131
1"
1"
1"
1 1/4'
1 1/2"
6d AT
4"
3
1/2"
4"
5"
4"
S"
6.
5"
6"
7"
6"
7
1/2"
8"
6 1/2"
8"
9 1/2'
8"
10"
10"
8 1/2"
10"
12"
10"
12"
12"
10'
12"
14 1/2"
12"
14
1/2"
8d AT
4"
2
1/2"
3 1/2"
4"
3
1/2'
4"
6
4"
S"
6"
S'
.6'
8"
5 1/2"
6 1/2"
8"
6 1/2"
8'
10'
6 1/2"
8"
10"
8"
10"
12'
8'
10'
12"
9 1/2"
12"
10d AT
4"
2"
2 1/2"
3"
12
1/2'
3
1/2"
6"
3 1/2"
4"
S.
4"
S"
8"
4 1/2"
S 1/2"
6 1/2"
S 1/2"
7"
10'
S 1/2"
7"
8"
6 1/2"
8
1/2"
12"
6 1/2"
8" 19
1/2"
8"
10"
NOTE:
PENETRATION IS THE DEPTH OF EMBEDMENT
OF THE STAPLE OR NAIL INTO THE MAIN MEMBER
REQUIRED TO ATTAIN ITS FULL CAPACITY
(SHEAR VALUE) FOR LATERAL LOADING.
NOTES:
1. BRICK VENEER IS NOT SHOWN ON FRAMING PLAN.
DIMENSIONS AT EXTERIOR WALLS ARE TO FACE
OF STUD.
2. ROOF FRAMING IS SYMMETRICAL ABOUT CENTER-
LINE (RIDGE LINE) UNLESS NOTED OTHERWISE.
HIP FRAMING IS TYPICAL AT ALL FOUR CORNERS.
3. SEE BEAM SCHEDULE FOR BEAM SIZES AND BEAR-
ING ELEVATIONS.
4. ALL WALL SHEATHING EDGES TO BE BACKED WITH
2" NOMINAL FRAMING OR WIDER. NAIL SHEATHING
WITH 10d NAILS AT 4" O.C. AT ALL EDGES AND
12" O.C. AT INTERMEDIATE FRAMING.
5. FOR DETAIL AT DUCT PENETRATIONS THRU
INTERIOR 2X8 BEARING WALL SEE J /S -6.
FOR SIZE AND LOCATION SEE MECHANICAL
DRAWINGS.
6. NAIL ROOF SHEATHING TO ROOF FRAMING WITH
10d NAILS AT 6" O.C. AT ALL EDGES AND AT
12" O.C. AT INTERMEDIATE FRAMING. NAIL
SHEATHING WITH 10d NAILS AT 4" O.C. AT
SOLID BLOCKING TRUSS BLOCKING AND FASCIA.
(SEE B /S -6, C /S -6, F /S -6, C /S -7 AND J /A -6)
7. SEE SHEET S -4 FOR CEILING FRAMING PLAN.
DING
V IN
A ( TYP. )
T S -4 FOR
- AYOUT AT
�S AND FOR
FERENCES.
8. (2) -2X12 W/ 3/8" X 11" X 16' -0" PLATE
BETWEEN 2X12'S. BOLT TOGETHER WITH 1/2"
0 BOLTS AT 24" O.C. - STAGGERED. START
PLATE AT LOW END OF OVERBUILD FASCIA.
USE 3/8" SHEATHING FROM END OF STEEL
PLATE TO RIDGE OF OVERBUILD.
9. (2)- 2X12'S W/ 3/8" X 11" CONT. PLATE
BETWEEN 2X12'S. BOLT TOGETHER WITH 112"
0 BOLTS AT 24" O.C. - STAGGERED.
10. MODIFY TRUSS BLOCKING TO ACCOMMODATE
CHANGE IN TR -1 TRUSS SPACING.
11. INSTALL ALL REOUIRED TRUSS BLOCKING,
BRIDGING, BRACING, HOLD DOWN CLIPS, AND
THE LIKE PRIOR TO BEGINNING INSTALLATION
OF ROOF SHEATHING.
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