Ocean Boulevard 1269 CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS
Span Tables for No.2 SYP Rafters
No Ceiling Load-20 psf LL,10psf DL
t2SIZE 12"D.C.— D.C. 24"D.C.
x 17'.0" 12'.4"
W ---Y2'.5- --T5.1—r
2x10 ---r6--0- -ST-1-r W
'ZE 2 �24'
x 1 D.C. 0
2x 22'�5
19
18
x10 —:2 2 3.2
Span Tables for No,2 SYP Rafters-No Ceiling Joist- U)
with Drywall Ceiling�20 psf LL,15 psf 01-
SIZE 12"ox- 16"ox. 24"D.C.
17
'-2" 20'.6"
Span Tables for No.2 SYP Ceiling Joist
20 psf LL,10 psf DL (Jr)
SIZE 12"ox, 16"o.c, 24"OX. UJ
2x4 1. ....S. 0
X6 --T3—.6- .0
2x6 'I - -J
W 11'.2
10 0- 14
2xl 0 —2-4-�V —2 0-9—1
12 '-0" 19--io-
2x12 17'.0
Z
Span Tables for No.2 UP Floor Joist LU
40 psf LL,10 Psf DL
SIZE 12"o.c, 16"O.C. 24' UJ
4x4 PT POST ON SIMPSON ABU44 Xb LL.
co b-
BASE W/ (2) SIMPSON H6 CLIPS AT X8 2--I—r
1.0
BEAM ABOVE. (TYPICAL) 2x1 0 13',2" Z
Roof Framing Notes�
C
I
Xb
2x,
2x10
2x12
-2
I. Clip rafters to each bearing Point with Semco HCPLL clips UP to 10'kpan.
For greater than 10'span use Simpson LTS12.
2. All ridges and valleys shall be one(1)nominal size larger than adjoir�lng rafters.
3. Nail rafters to ceiling joists with 4-16d Common nails.
4. Nail rafters to plates with 3-16d common nails.
5'-5-- ---------! 8'-6" 12'-3" 5. All rafters and ceiling joist shall be No.2 or 8t.Syp.
POSTDIMENSIONS
x
0 t'-
N
ce) C:)
Lli LL
E LLf
EXISTING 4x8 BEAM #5 DOWEL, EPDXY 4" INTO -i C)
EXISTING SLAB AND EMBED M
SUPPORTING ROOF > x
12" INTO NEW SLAB 0� 0 LL
HANGER SCAB NEW RAFTER TO SIDE >- C/)
OF EXISTING TRUSS WITH W y
(2) 1 Y4" 9 Y4" LVL CD
(8) .131 x 3" NAILS < "Iqr
< C�'
CD
00
7— 72 OD
I i
CD -14-
(y) CD
0.)
I
Q0
H
FX6 R�l FTEI�� @ 27"oc.
g
L=
12"' x 12" THICKENED ED E
W/ Q) #5's CONT.
SFMCO HCPLL (TYP.) SIMPSON LTS12 7"(2) 1 k4" 9 Y4" LVL (TYPICAL) 26'-5" A,P,p
Y OF Rovt�o
19011 TLANTIc
ROOF FRAMING PLAN I BCE�A��CH
DEC,
FOUNDA TION PLAN
SHEET:
ly 21rCE1 VED
LC
City Of Atlantic Beach L
Building ancl Zonina
I �Pcf 06a to c-)