1631 ATLANTIC BEACH DR - REV 11-8-18OQ\
MTS12
J05
J06
J07
J08
J08
0000
J09
6�
O
F
J09
O FT01
O
1
O
O
1
FT02
ma.
(2) META12 OR (2) HTSM20,
SEE NOTE 8 1
7-00-00
7-00-00
�n co r` I <C Q I� r- 00 00 100 00 co 0o ao 0o co rn o r- c� U*)0 � r r r r r r r r r r r r r N p O O
I-
� I-
I
HTSM20, SEE NOTE 8
2-0 0
w
I-
zz
-0 -00
-0 -00
-0 -00
1-0 -00
HGUS28-3
O
O
1
0
r
(2) META12 OR (2) HTS
SEE NOTE 8
20,
J16
O
J16 0
f-
J16
J16
J16
J16
J 16
2-0 -00
O
o
I
1 -0 -00
O
O
I
2-0 -00
CD
N
2-00-00
o
N
2-0 -00
O
N
2-00-00
0
N
H S48 1 -0 -08
PT 2x12........°.....(9)
H 2 -
o4 K11
pi H -0 -00
O
1
rn
2-00-00
1-1;04
O
O
1
(2) META12 OR (2) HTSM20, 2-0 0
SEE NOTE 8 A
M
ps,
O
O
1
1-0 -08
O
O
1
T36 1-0 -00
O
o
I
T36
O
O
I
2-0 -00
CD
N
T36
o
N
2-0 -00
O
N
o
N
0
N
T36
PT 2x12........°.....(9)
�O�
r
2-00-00
PT 2x8 ................(5)'/4"
I
Imiw
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12 ..............(9) %" x 4-'/2" LONG #14 WOOD SCREWS
18'-0"
20 L.L./15 D.L. #2 SYP
F01
T37
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
l -
M
ps,
O
O
1
1-0 -08
O
O
1
T36 1-0 -00
O
o
I
T36
O
O
I
2-0 -00
CD
N
T36
o
N
2-0 -00
O
N
o
N
0
N
T36
PT 2x12........°.....(9)
�O�
r
2-00-00
PT 2x8 ................(5)'/4"
J 11
24" O.C.
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12 ..............(9) %" x 4-'/2" LONG #14 WOOD SCREWS
18'-0"
20 L.L./15 D.L. #2 SYP
F01
T37
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
l -
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
_7)
r
i
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
• POST DOWN TO 4x6 CEDAR
I'.
Q
Q
Q
J11
0
O
0-
<
Derek B. Murray, P.E:
N
r
co
�
r
r
r
O
N
d"
N
4
-�
co
co
J12
x0
O
O
1
7o
I -
F01
ti
J14
F01
T38
2-0 -00
T39
2-00-00
T40
1-0 -04
T41
F05
1-0 -04
T40
2-00-00
T39
F06
2-00-00
T42
O
J14
O
O
(2) HT
20 OR
(2) HT
OR
,
0
(2) t10
(2)
(2) MS
r
M
J12
O
O
J11
(2)
1 %4" LV
R U
(2) 11','
LVL HER
UP
F05
—
Ln
M
ps,
O
O
1
O
O
I
O
O
1
O
O
I
O
o
I
O
O
I
O
O
I
O
O
1
CD
N
O
N
o
N
O
N
O
N
o
N
0
N
0
N
00
(D
I
0
1
N
J14
J12
J11
Lo
j J05
J06
J07
J08
J08
J10
J10
J10T
J10T
2-07-08
J10T
J10T
J10T
J10T
J10T
J10T
J10
(2) HTS20
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRL -MANUFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C.
• FLOOR DECK TO SHEAR PANEL W/1 Od @ 3" O.C.
• NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT
PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF
BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES:
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY
SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C.
SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION
MTS12 AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS
SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS
AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING
LEDGERS ARE FOR INTERIOR USE ONLY.
l-(2) H I S2U K J10
N (2) MSTA24
J10T
2-07-08
J10T
J 10T
r
0 `—
N
6 HIU26 HT I�U26
HTS20 --'
12d COMMON
r
IN
2x10 ..................(8)
aim
2x12.... ..............
,O
2x6 CEDAR
PT 2x6 ................(3)
16d COMMON
PT 2x8 ................(5)
16d COMMON
TFG01
16d COMMON
PT 2x12........°.....(9)
RAFTERS @ MAX
FLOOR FRAMING LEDGER (W/ SCREWS):
PT 2x6 ................(3)'/4" x 4-1/2" LONG #14 WOOD SCREWS
PT 2x8 ................(5)'/4"
J 11
24" O.C.
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12 ..............(9) %" x 4-'/2" LONG #14 WOOD SCREWS
18'-0"
20 L.L./15 D.L. #2 SYP
F01
U
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
l -
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
_7)
r
i
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
• POST DOWN TO 4x6 CEDAR
J12
WKERE APPLICABLE W/ MIN (6) 10d
0
W
F01
0
co
O
�
0-
<
Derek B. Murray, P.E:
N
r
co
O
co
rn
N
00
N
N
o
N
N
d"
N
4
co
co
x0
Z
7o
I -
F01
F01
TFG04
F05
F06
O
F ncOR—
(2) HT
20 OR
(2) HT
OR
,
(2) t10
(2)
(2) MS
A24(2)
M
24
O
O
(2)
1 %4" LV
R U
(2) 11','
LVL HER
UP
F05
—
(2) HTS20
HTS20
H
F07
O
O
U_
F07
HTS20
F07
F08
HTS20
TFG05
F04
0
F04
I
cs>
0
0
N
�y
F
F04
~o
N
0
F04
TFG02
FT03
(2) HTS20 3-09-06
0
,
o O
t I
O
O
F
1
O
O
p
O
p
o
r
C?
FT04 HTSM20 OR
O U
N
O
9C
Cl
I
O
O
META12
_F
2x6 NO.2 SYP ROO
4-05-06,,��
<v
N<
FRAMING LEDGER,
w
SEE NOTE 3
w
c7
2x6 SYP RAFTERS
00
00
@ MAX 24" O.C.
N
J14
J12
J11
Lo
j J05
J06
J07
J08
J08
J10
J10
J10T
J10T
2-07-08
J10T
J10T
J10T
J10T
J10T
J10T
J10
(2) HTS20
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRL -MANUFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C.
• FLOOR DECK TO SHEAR PANEL W/1 Od @ 3" O.C.
• NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT
PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF
BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES:
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY
SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C.
SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION
MTS12 AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS
SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS
AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING
LEDGERS ARE FOR INTERIOR USE ONLY.
l-(2) H I S2U K J10
N (2) MSTA24
J10T
2-07-08
J10T
J 10T
r
0 `—
N
6 HIU26 HT I�U26
2x6 ....................(4)
12d COMMON
r
IN
2x10 ..................(8)
aim
2x12.... ..............
,O
2x6 CEDAR
PT 2x6 ................(3)
16d COMMON
PT 2x8 ................(5)
16d COMMON
PT 2x10 ..............(7)
16d COMMON
PT 2x12........°.....(9)
RAFTERS @ MAX
FLOOR FRAMING LEDGER (W/ SCREWS):
PT 2x6 ................(3)'/4" x 4-1/2" LONG #14 WOOD SCREWS
PT 2x8 ................(5)'/4"
J 11
24" O.C.
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12 ..............(9) %" x 4-'/2" LONG #14 WOOD SCREWS
18'-0"
20 L.L./15 D.L. #2 SYP
W
U
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
l -
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
_7)
r
i
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
• POST DOWN TO 4x6 CEDAR
J12
WKERE APPLICABLE W/ MIN (6) 10d
0
W
BEAM W/ HL33
0
0-
<
Derek B. Murray, P.E:
• RIDGE TO POST W/ (2) H8
CMU/METAL CONNECTOR ENGINEERING
P.E. No. 71457
!Al
• POST TO HORIZONTAL BEAM
04-02-2018
W1 MSTA24
4
J14
J12
J11
Lo
j J05
J06
J07
J08
J08
J10
J10
J10T
J10T
2-07-08
J10T
J10T
J10T
J10T
J10T
J10T
J10
(2) HTS20
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRL -MANUFACTURED SHEAR PANEL
• INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C.
• FLOOR DECK TO SHEAR PANEL W/1 Od @ 3" O.C.
• NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT
PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF
BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES:
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY
SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C.
SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION
MTS12 AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS
SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS
AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING
LEDGERS ARE FOR INTERIOR USE ONLY.
l-(2) H I S2U K J10
N (2) MSTA24
J10T
2-07-08
J10T
J 10T
r
0 `—
N
6 HIU26 HT I�U26
co
T-00--00
J11
J12
J13
J13
J13
J12
IJ11
_z_1__\
REV (10-22-18)
FIRST LEVEL ROOF FRAMING PL/�N
1/4" = 1' 0"
ROOF FRAMING LEDGER:
2x6 ....................(4)
12d COMMON
din.
IN
2x10 ..................(8)
aim
2x12.... ..............
(10) 12d COMMON
FLOOR FRAMING LEDGER (W/ NAILS):
PT 2x6 ................(3)
16d COMMON
co
T-00--00
J11
J12
J13
J13
J13
J12
IJ11
_z_1__\
REV (10-22-18)
FIRST LEVEL ROOF FRAMING PL/�N
1/4" = 1' 0"
ROOF FRAMING LEDGER:
2x6 ....................(4)
12d COMMON
2x8 ....................(6)
12d COMMON
2x10 ..................(8)
12d COMMON
2x12.... ..............
(10) 12d COMMON
FLOOR FRAMING LEDGER (W/ NAILS):
PT 2x6 ................(3)
16d COMMON
PT 2x8 ................(5)
16d COMMON
PT 2x10 ..............(7)
16d COMMON
PT 2x12........°.....(9)
16d COMMON
FLOOR FRAMING LEDGER (W/ SCREWS):
PT 2x6 ................(3)'/4" x 4-1/2" LONG #14 WOOD SCREWS
PT 2x8 ................(5)'/4"
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x10 ..............(7)'/4'
x 4-'/2" LONG #14 WOOD SCREWS
PT 2x12 ..............(9) %" x 4-'/2" LONG #14 WOOD SCREWS
4. OVERFRAMING NOTES
• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.
• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
COMMONS MIN.
• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT
CONNECTOR.
• ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN.
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.
N
00
0
0
I
r
r
N
co
J
LL.
W
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
RAFTER SPAN SCHEDULE
S RUCTURAL E INEERING
O.C.
SPACING
LUMBER SIZE
Lli
6. CONVENTIONAL FRAMING NOTES
2x6
2x8
2x10
2x12
12"
14'-5"
18'-3"
21'-8"
25'-6"
16"
12'-6"
15'-10"
18'-9"
22'-1"
24"
10'-2"
10 L.L./5 D.L. #2 SYP
15'-4"
18'-0"
20 L.L./15 D.L. #2 SYP
W
N
00
0
0
I
r
r
N
co
J
LL.
W
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
CEILING JOIST SPAN SCHEDULE
S RUCTURAL E INEERING
O.C.
SPACING
LUMBER SIZE
Lli
6. CONVENTIONAL FRAMING NOTES
2x4
2x6 2x8
2x10
12"
11'-10"
18'-8" 24'-7"
26'-0"
16"
10'-9"
16'-11" 21'-7"
25'-7"
24"
9'-3"
13'-11" 17'-7"
20'-11"
;
10 L.L./5 D.L. #2 SYP
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE
N
00
0
0
I
r
r
N
co
J
LL.
W
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
J
J
S RUCTURAL E INEERING
BUILDER IN ACCORDANCE WITH FRC R302.12.
z
Lli
6. CONVENTIONAL FRAMING NOTES
0
SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR
gz
SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE
U
USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN.
Q
(D
O
ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE.
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL:
• ALL UNSPECIFIED RIDGES ARE CONSIDERED NON
;
C�
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE
�-
SUPPORTING STUDS OR UPLIFT CONNECTORS.
W
U
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
l -
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
SUPPORTED RAFTERS.
YFs
C)
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
U)
WKERE APPLICABLE W/ MIN (6) 10d
0
W
• REQUIRED MEMBER CONNECTIONS ARE AS FOLLOWS:
0
m
S RUCTURAL E INEERING
Lli
gz
TRUSS ENGINEERING NOTES:
Q
(D
O
a g
W
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL:
O
;
C�
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
07
TO THE TYPICAL WALL SECTION SHEET.
U
¢, a
#
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
YFs
C)
X
W
w
0-
<
Derek B. Murray, P.E:
0
CMU/METAL CONNECTOR ENGINEERING
P.E. No. 71457
LLI
04-02-2018
o
x0
Z
7o
7. • (2) 2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS 1:3EL.,UVV WALL p w w
ABOVE O a w ❑ z I a
• ATTACH BLOCKING TO TRUSSES W/ 4 10d TOE -NAILS EACH END L a � w �[ 0 w w 0
() 0 in0❑Z �ZwM0WUu�a
8. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF WALL. I` �- a 0 Z w m J z z 0
wL
(2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTED AT THIS ' Q � w w - � m Q a q z s
LOCATION. O paw❑ wwwo��m❑�
a I-a�- �wz�❑
9. • POST DOWN RIDGE BEAM TO MASONRY BELOW W/ (1) JACK/ (2) KING (") 0 1 m a } w w �- W j m 0 z U
STUDS W Q a� a 0 w I w w M F- w w a
• RIDGE BEAM TOPOST W/(2)H8 z QIF-0j�I1I-��❑ZwQw
• POST TO MASONRY W/ MSTAM24 w 0 0 a❑ Z w a 0 2 0 0
QwZ1-Z�w-❑x J -Oa
10.• 2xl0x1Z-7" LONG NO.2 SYP SCAB TO TRUSS TOP CHORD W/ (2) ROWS ❑ a w W I ❑ 0 w z ❑ Q w
10d @ 6" O.C. STAGGERED. MINIMUM 3' LONG SPLICE, (5) TOTAL m ❑ Q Q w I. w p w o ❑ L p z
• NARROW FACE OF SCAB TO (2) 2x8 N0.2 SYP POST W/ MSTA24 W Z 0 w �- a Q �- w 0 ❑
• (2) 2x8 NO.2 SYP POST TO SILL PLATE W/ H3 OR MSTAM24 z w W z w a LU - z w w
11.• (2) 2x8 SYP BLOCKING BETWEEN RAFTERS/ TRUSS TOP CHORD'S - Z I >- z Q 0 Z Z a Z 0 z Q I o
• ATTACH BLOCKING TO RAFTERSi TRUSS TOP CHORD'S W/ (4) 10d Z z 0 p Q m z Q a z Z Q
TOE -NAILS EACH END W wZ�7❑wW� mW<O U
LL
C) ala-IZzw ��ZZw�°W��
Z U Q- U 0 I w❑ z Q
J
0 �wF-z3Na0<0[�1I-Z0 U
J
LIL
SHEET NO.:
0 ST -3A
Q
ROOF FRAMING
CL PLAN
0 JOB NO.:
Q
AT 1496
SUBDIVISION:
o Atlantic Beach
U_ Country Club
Q
LOT NO.:
z 6
O 0 FLOOR PLAN:
- O Custom
O
Z DESIGNED:
= DA E/SDA
U,
W
I- REVIEWED:
X DBIVI
Q REVISIONS DATE
X USS
REVISIONQApL'AY`7T/ PROFILE 10-22-18
BP# — 1- 0 iyrj m
DAT / �
E
�"`
SIGNEDz�� z
O
LU
z
0
O
S RUCTURAL E INEERING
gz
TRUSS ENGINEERING NOTES:
(D
O
a g
W
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL:
O
;
TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING
TO THE TYPICAL WALL SECTION SHEET.
U
¢, a
#
• ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING.
YFs
X
W
0-
<
Derek B. Murray, P.E:
CMU/METAL CONNECTOR ENGINEERING
P.E. No. 71457
04-02-2018
SECOND LEVEL ROOF FRAMING PLAN.
1/4 11
= 1 1 011
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE -MANUFACTURED SHEAR PANEL
• INSSI-ALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3” O.C.
• FLOOR DECK TO SHEAR PANEL W/ 10d @ 3 O.C.
• NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT
PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF
BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES:
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY
SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C.
SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION
AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS
SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS
AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING
LEDGERS ARE FOR INTERIOR USE ONLY.
ROOF FRAMING LEDGER:
2x6 ....................(4) 12d COMMON
2x8 ....................(6) 12d COMMON
2x10 ..................(8) 12d COMMON
12x12 ..................(10) 12d COMMON
FLOOR FRAMING LEDGER (W/ NAILS):
PT 2x6 ................(3) 16d COMMON
PT 2x8 ................(5) 16d COMMON
PT 2x10 ..............(7) 16d COMMON
PT 2x12 ..............(9) 16d COMMON
FLOOR FRAMING LEDGER (W/ SCREWS):
PT 2x6.. .............. (3) '/4' x 4-'/2' LONG #14 WOOD SCREWS
PT 2x8 ................(5) '/4' x 4-'/2" LONG #14 WOOD SCREWS
PT 2x10 ..............(7)'/4" x 4'/2' LONG #14 WOOD SCREWS
PT 2x12 ..............(9)'/4' x 4-'/2' LONG #14 WOOD SCREWS
4. OVERFRAMING NOTES
• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.
• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
COMMONS MIN.
• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT
CONNECTOR.
• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.
RAFTER SPAN SCHEDULE
BUILDER IN ACCORDANCE WITH FRC R302.12.
134
LUMBER SIZE
0
Y
SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE
2x6
2x8 2x10
2x12
ST -6
14'-5"
18'-3" 21'-8"
251-6"
16"
12'-6"
0
0 0
p
r O
p �,
12'-11" 15'-4"
18'-0"
9'-3"
0 L.L./15 D.L. #2 SYP
17'-7"
20'-11"
E Z 0 w H z Q m L [-D•
10 L.L.15 D.L. #2 SYP
w
w w Q it w 2 o U z m w w -
11. • (2) 2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS AND TOP OF
Z
z wa1ZZ�Ua�F-wz
� _ z Q ❑ W a U z Z I ❑
J01
Z
z 0Qmz-aQ�z3��Q
1
o
w
+
r
Q
w
T zlz Uwa -o� Q -
z w 0 I-
2; + -00
F-zU<-H�a❑I w�Z<
19
0
D a .QI- -iI- -S D
�UF-?3roarnQ❑�I-?ww
1
'`V
I
J01
H U26
T 6
0
HTU26 O
J01
2-0)_00
ROOF FRAMING
j
D
~
J03A
J03
HTU26
T 7
HTU26
MT 12
MT 12 H 26
HT 6
T
4-0 -00
4-01 082-0 00
T02
2-0 -00
T03
2-0 -00
T 4
2-0 -00
(2) HTS2p,
L-0 -00
T 4
(2) HTS 0
T 4
T 4
2-0 -00
T 4
2-0 -00
T 4
2-0 -00
T 4
2-0 -00
T03
_ 08 1 2-0 -00
4 01
4-0 -00
T02
2.0 -00
MT 12
M12
T
H 26
T 5
HT 6
00
HTU26 T 0
HTU26 co
J03A
o
J03
co 2- -00
t—
O
HT 6 ,
T 1
; +
U26 CD
J01
J01
'-
2-0 -C 0
1 C
y�o
02
o
o
-'-
J01
J01
0
0 0
0
r
o
B4
CT �
SECOND LEVEL ROOF FRAMING PLAN.
1/4 11
= 1 1 011
ROOF FRAMING KEYNOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
1. PRE -MANUFACTURED SHEAR PANEL
• INSSI-ALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON
FRAMING PLAN
• SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3” O.C.
• FLOOR DECK TO SHEAR PANEL W/ 10d @ 3 O.C.
• NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT
PROVIDED BY TRUSS MANUFACTURER, SEE "ELEVATION OF
BOX -FRAME OVER SW" DETAIL, SEE DETAIL SHEET
2. TYPICAL BEARING BLOCK
• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO
MATCH DIMENSION OF TRUSS MEMBER.
• ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
3. LEDGER FRAMING NOTES:
• FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY
SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C.
SPACING)
• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED
LOCATIONS ON PLAN
• SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION
AGAINST CORROSION
• IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS
SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS
AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING
LEDGERS ARE FOR INTERIOR USE ONLY.
ROOF FRAMING LEDGER:
2x6 ....................(4) 12d COMMON
2x8 ....................(6) 12d COMMON
2x10 ..................(8) 12d COMMON
12x12 ..................(10) 12d COMMON
FLOOR FRAMING LEDGER (W/ NAILS):
PT 2x6 ................(3) 16d COMMON
PT 2x8 ................(5) 16d COMMON
PT 2x10 ..............(7) 16d COMMON
PT 2x12 ..............(9) 16d COMMON
FLOOR FRAMING LEDGER (W/ SCREWS):
PT 2x6.. .............. (3) '/4' x 4-'/2' LONG #14 WOOD SCREWS
PT 2x8 ................(5) '/4' x 4-'/2" LONG #14 WOOD SCREWS
PT 2x10 ..............(7)'/4" x 4'/2' LONG #14 WOOD SCREWS
PT 2x12 ..............(9)'/4' x 4-'/2' LONG #14 WOOD SCREWS
4. OVERFRAMING NOTES
• ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX.
• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN.
• FASTEN "SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
COMMONS MIN.
• EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT
CONNECTOR.
• ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN.
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO
RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.
O
N
r
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
RAFTER SPAN SCHEDULE
BUILDER IN ACCORDANCE WITH FRC R302.12.
O.C.
SPACING
LUMBER SIZE
0
Y
SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE
2x6
2x8 2x10
2x12
12"
14'-5"
18'-3" 21'-8"
251-6"
16"
12'-6"
15'-10" 18'-9"
22'-1"
24"
Eg
12'-11" 15'-4"
18'-0"
9'-3"
0 L.L./15 D.L. #2 SYP
17'-7"
O
N
r
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
CEILING JOIST SPAN SCHEDULE
BUILDER IN ACCORDANCE WITH FRC R302.12.
O.C.
SPACING
LUMBER SIZE
0
Y
SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE
2x4
2x6
2x8
2x10
12"
11'-10"
18'-8"
24'-7"
26'-0"
16"
10'-9"
16'-11"
21'-7"
25'-7"
24"
9'-3"
13'-11"
17'-7"
20'-11"
E Z 0 w H z Q m L [-D•
10 L.L.15 D.L. #2 SYP
w
O
N
r
5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY
J
BUILDER IN ACCORDANCE WITH FRC R302.12.
z
6. CONVENTIONAL FRAMING NOTES
•SEE "OVERFRAMING NOTES" ON ROOF FRAMING PLAN FOR
0
Y
SPAN CHARTS AND ADDITIONAL NOTES. SPAN CHARTS MAY BE
U
USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN.
Q
• ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE.
Qw��aw�ITw❑CD zUa
• ALL UNSPECIFIED RIDGES ARE CONSIDERED NON
0
STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE
• POST TO MASONRY W/ MSTAM24
SUPPORTING STUDS OR UPLIFT CONNECTORS.
LI
• ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN
(—
SUPPORTED RAFTERS.
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER
D
(n
WHERE APPLICABLE W/ MIN (6) 10d
• REQUIRED MEMBER CONNECTIONS ARE A5 FOLLOWS:
Q
>
I
RAFTERS m
2x6 RAFTERS: (1) H2.5T TO TOP PLATE, (6) 12d COMMON IUj
TOENAILS TO RIDGENALLEY. Q
2x8 RAFTERS: (1) H2.5T TO TOP PLATE, (8) 12d COMMON :D
TOENAILS TO RIDGENALLEY.
2x10 RAFTERS: (1) H2.5T TO TOP PLATE, (10) 12d COMMON 0
TOENAILS TO RIDGENALLEY. U
CEILING JOISTS z
2x JOIST: (3) 10d COMMON TOENAILS TO TOP w
0
PLT/RAFTERS. w
TJI CLG. JOIST: (3) 10d COMMON TOENAILS TO TOP 0z
PLATE/RAFTERS. CD
7. • (2) 2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS BELOW WALL o
ABOVE '
• ATTACH BLOCKING TO TRUSSES W/ (4) 10d TOE -NAILS EACH END
8. IF USING (2) HTSM20, INSTALL (1) STRAP ON EACH FACE OF WALL.
S
xo z 7o
W W. �.
Q �❑
Qz m❑ ❑WWQz
�p IU1LI-p J❑
Ul ❑❑ Z I Z Q In D 0 U M a
w}ao Zww_m_jzz❑
Q 2 w a
(2) HTSM20 ON SAME SIDE OF WALL IS NOT PERMITTEDA I THI
0
-
waa> omww mm�❑
LOCATION.
z
oawCl ww�-❑ww_❑o
z �-
9. • POST DOWN RIDGE BEAM TO MASONRY BELOJV W/ (1) JACK/ (2) KING
C7
0 C3 o a Z w � w w m [3 w w
STUDS
w
Qw��aw�ITw❑CD zUa
•RIDGE BEAM TOPOST W/(2)H8
z
I-Izw�w
z
• POST TO MASONRY W/ MSTAM24
o W a❑ w w zLL W❑ o Q❑
I w
10. • 2x6xl2'-7" LONG NO.2 SYP SCAB TO TRUSS TOP CHCRD W/ (2) ROWSco
w w p D ]
10d @ 6" O.C. STAGGERED. MINIMUM 3' LONG SPLICE, (5) TOTAL
ry
z Q Q X W o o o- z o z
• NARROW FACE OF SCAB TO (2) 2x4 NO.2 SYP POST W/ MSTA24
w
E Z 0 w H z Q m L [-D•
(2) 2x4 NO.2 SYP POST TO SILL PLATE W/ H3 OR MSTAM24
w
w w Q it w 2 o U z m w w -
11. • (2) 2x8 SYP BLOCKING BETWEEN TRUSS TOP CHORDS AND TOP OF
Z
z wa1ZZ�Ua�F-wz
� _ z Q ❑ W a U z Z I ❑
POSTS
Z
z 0Qmz-aQ�z3��Q
• ATTACH BLOCKING TO TRUSSES/ POSTS W/ (4) 10d TOE -NAILS EACH
w
z ❑ ❑ W i < w � ri
END
Q
w
T zlz Uwa -o� Q -
z w 0 I-
F-zU<-H�a❑I w�Z<
0
D a .QI- -iI- -S D
�UF-?3roarnQ❑�I-?ww
1
LL
o
SHEET NO.:
ST -4A
ROOF FRAMING
PLAN
0 JOB NO.:
O
Q
AT 1496
0 SUBDIVISION:
o Atlantic Beach
J
�- Country Club
Q
LOT NO.:
z 6
0 FLOOR PLAN:
Custom
0
Z DESIGNED:
0 DAE/SDA
w
I— REVIEWED:
X DBM
w
Q REVISIONS DATE
REV TRUSS 10-22-18
LAYOUT
OFFI LAv;&E COPPY >-
DO
w
z
3:
EWISED 0
Lijz
07
D
0
0 STR CTURAL GINEERING
TRUSS ENGINEERING NOTES:
T tley,
F E f,
e UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL
co
TRUSS TO r OP PLATE CONNECTIONS SHALL BE ACCORDING o
TO THE TYPICAL WALL SECTION SHEET.
LLS ARE HELD BACK 1/2" FOR SHEATHING. z
ALL EXTERIOR WA AG ., `_ ; �. "� � � �°,�� p°���
• TRUSS T04 HAS BEEN DESIGNED TO ACCOUNT FOR DR U y0„+r. iR�w p �10'
w �� �:.t���A�,� fj
LOADS.
X T
w
D- beak B-.,,MAjrr9i, P`E.
NGINEERING � P.E. No. 71457
CMU/METAL CONNECTOR E 04-02-2018