10-528-006NEW TIE BEAM
CN -1 DETAIL
N.T.S.
EXISTING 2 "X6' GRADE
2 cn prniF 'Amon inicr
EXIST. 1
CN -n 1JLlAlL
TRUSS PLATE
REQUIRED TO
TRANSFER LOAD TO
BOTTOM CHORD
2 "X4" GRADE 2 SO PINE WOOD
BLOCKING W/ 2 -10d TOE NAILS
EA END -NAIL SHHEATHING 03"
O.C. TO BLOCKING LAID
VERTICAL (TYP)
0
e G
2 "X4" GRADE 2 SO PINE WOOD _
X -BRACE W/ 2-16bo NAILS AT
EACH TRUSS CONNECTION.
N.T.S.
EXIST. TIE
CN-
N. T. S.
REINFORCEMENT
REQUIRED
CN -2 CONNECTOR
(SEE CONNECTOR SCHEDULE)
4" MAX. -,
J•
/ 2 "X4" P.T. NAILER
W/ 3/16"0 TAPCONS ^�
@ 12" O.C.
-N -5) CONNECTED THE 2 "X4" P.T. LEDGER TO 8 "X12" CONCRETE TIE BEAM
DD JOIST TO UTILITY ROOM MATCH TRUSS BOTTOM CHORD W/ %6 "O
BEAM TAPCONS @ 12" O.C.
TYPICAL X -BRACE RAKE BEAM GABLE
N.T.S.
2 "X4" BLOCKING
No.
CN -1 CONNECTOR
GAUGE
(SEE CONNECTOR SCHEDULE)
SPACING AT
MANUFACTURE
PANEL EDGES
FASIA BOARD.
4' x 8' C.D.X.PLYWOOD
SE
SHEATHING MIN. 19/32" THICK
\ EXISTING ADDITION TO
MAX. SPAN 24"
\-BE LEGALIZE 2 "X4"
08- 0325.02
OUTLOOKER @ 24" O.C.
NVSO 236
CONC. RAKE BEAM
14 -16d TO HEADER
6 -16d TO TRUSS
(SEE DETAIL CGE -1 IN
NU -VUE
THIS SHEET)
CN -3
GABEL END
\
(SEE DETAIL CGE -1 IN
2 X 8 WOOD FASCIA SEE
THIS SHEET)
TYPICAL WALL SECTION NAILED -
NEW WOOD TRUSS BY
FURER
UPLIFT 1/8" X 3 1/2" 70XX WELD (TY
;I ❑N BOLT
x 12"
VRT30 (CN -6) TO
D THE NEW WOOD TRUS TO
iOUSE TIE BEAM
CONNECTORS CN -4 DETAIL (UGTS43
N.T.S.
CONNECTOR CN - 3 AT TOP
4 "X4 "Xl /4 "X61G W(2) 1/2 "0 THROUGH
BOLT AT EACH SIDE OF STEEL ANGLE
UC I MIL U I
N.T.S.
❑_�zo
CN -5 G
CN -5 �
U
CN -5
CN -5
CONNECTOR CN -2 AT BOTTOM
CONNECTOR CN -3 (SEE CONNECTOR SCHEDULE
FOR MORE SPECIFICATION ON THIS SHEET)
CN -5
I I_Gz9
J CN -5
UTILITY ROOF FRAMING PLAN
SCALE: 1/4"=l'-O"
WOOD JOIST CONNECTOR SCHEDULE
No.
PRODUCT CODE
GAUGE
FASTENERS
UPLIFT
MANUFACTURE
NOA NUMBER
CN -1
NVHTA 22
SE
STRAP
22 -1 OdXI %"
2649
NU -VUE
08- 0325.02
CN -2
NVSO 236
16
14 -16d TO HEADER
6 -16d TO TRUSS
1279
NU -VUE
08- 0828.02
CN -3
4 "X4 "X1 /4 "X6 "LG STEEL ANGLE W(2) 1/2 "o THROUGH BOLT AT EACH SIDE OF
STEEL ANGLE (SEE DETAIL OC -1 IN THIS SHEET)
CN -4
UGTS43
10
TRUSS
CONCRET ASONRY
6390
USP
07- 0322.15
(8) 1 O
(2) 3/4"
CN -5
NVRT20
14
JOIST
CONCRET MASONRY
898
NU -VUE
08- 0326.11
(8) 1 O
(5) 3/16" TAPCON
DOUBLE
CN -6
NVRT30
14
JOIST
CONCRET MASONRY
998X2
=1996
NU -VUE
08- 0326.11
(12) 10d
(5) 3/16" TAPCON
TIE BEAM SCHEDULE
TRUSSES
LIVE LOAD .........................
REINFORCING
STIRRUPS
MARK
SIZE
TRUSS & DECK .............
7
REMARK
5
TOTAL LOAD ......................
47
TOTAL UPLIFT ZONE 1 ..................
45.40
MINUS MIN.DEAD LOAD....
10
BOTH.
TOP
SIZE
TYPE
SPACING C/C
10
ETB
8 "X12'
2 #5
2 #5
#3
11
@ 12"
EXISTING
TIE BEAM
EB
8 "X12'
2 #5
2 #5
#3
F]
@ 12"
EXISTING
BEAM
TB
8 "X12'
2 #5
2 #5
#3
11
@ 12"
NEW
TIE BEAM
7 CN -5
3
CN -1 G =1
CN-
U =1
CN -1 G =1
W/ 2 -16D NAILS @ EACH TRUSS
1/16" SPACE AT PANEL ENDS
(2) 16d NAILS EACH ENDS
�— PREFABRICATED WOOD TRUSSES (2) 16d NAILS EACH MEMBER
24" ON CENTER SEE ROOF PLAN
LATERAL BRACING 2 x 4 CONT. LATERAL WOOD BRACING NAILED
TO BOTTOM CHORD MAXIMUM 6" SPACING
AND AS REQUIRED BY TRUSS MANUFACTURER,
@ 8' -0" O.0 (TYP)
ROOF PLYWOOD 5/8" (19/32 ") APA RATED
SHEATHING STAGGERED PANEL JOINTS.
NAILS 8D RINGSHANK NAILS @ 6" O.C. TYP.
PLYWOOD NAILING DETAIL
N.T.S.
'\ LATERAL BRACING SEE DETAIL
ON THIS SHEET.
8d RINGSHANK NAILS AT 6" O.C. AT PANEL EDGE
DOUBLE
CN -6
(OVERLAP @ SPLICES)
PRE -FAB WOOD
ENGINEERED
NOTF-
THE MAXIMUM PRESSURE IN ZONE 3
WAS UTILIZED FOR ALL ROOF
COMPONENT CALCULATIONS
ROOF DESIGN LOAD
TRUSSES
LIVE LOAD .........................
30 LBS
DEAD LOAD
ROOF FINISH .................
5
TRUSS & DECK .............
7
CEILING .........................
5
TOTAL LOAD ......................
47
TOTAL UPLIFT ZONE 1 ..................
45.40
MINUS MIN.DEAD LOAD....
10
NET UPLIFT ......................
35.40
TOTAL UPLIFT ZONE- 2......
63.93
MINUS MIN.DEAD LOAD....
10
NET UPLIFT ......................
53.93
TOTAL UPLIFT ZONE- 3...... 63.93
MINUS MIN.DEAD LOAD.... 10
NET UPLIFT ...................... 53.93
DEAD LOAD 17x0.6= 10.2 > 10
DOUBLE U =1617
CN -6 G =1407
CN -4
U =3077
G =2677
DOUBLE U =593
CN -6 G =517
U =1343/
DOUBLE
CN -6 G =1177
U =593
G =517
DOUBLE
CN -6
PROPOSED ROOF FRAMING PLAN
SCALE: 1/4"=l'-O"
43
77 CN -1
DOUBLE
CN -6
17CN -4
33 DOUBLE
33 CN -6
U =1617 DOUBLE
G =1407 CN -6
11 =3077
G =2677 CN -4
U= 93 DOUBLE CITY OF SOUTH MIAMI
G= 17 CN -6 BUILDING DEPT.
STRUCTURAL SECTION
Aj7PR0VED SY.,_,1 _
\U =1343 DOUBLE
G =1177 CN -6
Flo_ /DATE:
No. /DATE:
THESE DRAWING & SPECIFICATIONS
ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OF
TERRACOTA BUILDING SERVICES,
WHETHER THE PROJECT FOR WHICH
THEY WERE PREPARED IS EXECUTED
OR NOT, THEY ARE NOT TO BE
USED IN ANY MANNER ON OTHER
PROJECTS OR EXTENSIONS TO THIS
PROJECT EXCEPT BY AGREEMENT IN
WRITING AND WITH THE APPROPRIATE
COMPENSATION TO TERRACOTA
BUILDING SERVICES IS PROHIBITED.
CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL SITE CONDITION PRIOR
TO PROCEEDING WITH WORK.
CJ LI
z C114
W
H
W tnM c
o
L7 0 o 0
A �N 0
w
o�� �Q
PIP iYi N oo N
o
�- U
0 c°
0
O 0 N
O
00
O
QD
N W
LLJ rl
Q > w
rz
m O
�
C) U)
z � _� W Z
W = O (
Q Q
W
JOB No.: 515
DRAWN BY: T.B.S.
SCALE: AS SHOW
DATE: 06 -07 -2010
SHEET NAME
ROOF FRAMING
S =3
SHEET 6 OF 10
I I I
i I
I I
TB I I I
CN-2
CN -3
VCN-2
N-
CN -3
CN -2 ETB
CN -3
CN -2
CN -3 CN
ETB
U =593
G =517
DOUBLE
CN -6
PROPOSED ROOF FRAMING PLAN
SCALE: 1/4"=l'-O"
43
77 CN -1
DOUBLE
CN -6
17CN -4
33 DOUBLE
33 CN -6
U =1617 DOUBLE
G =1407 CN -6
11 =3077
G =2677 CN -4
U= 93 DOUBLE CITY OF SOUTH MIAMI
G= 17 CN -6 BUILDING DEPT.
STRUCTURAL SECTION
Aj7PR0VED SY.,_,1 _
\U =1343 DOUBLE
G =1177 CN -6
Flo_ /DATE:
No. /DATE:
THESE DRAWING & SPECIFICATIONS
ARE INSTRUMENTS OF SERVICE AND
SHALL REMAIN THE PROPERTY OF
TERRACOTA BUILDING SERVICES,
WHETHER THE PROJECT FOR WHICH
THEY WERE PREPARED IS EXECUTED
OR NOT, THEY ARE NOT TO BE
USED IN ANY MANNER ON OTHER
PROJECTS OR EXTENSIONS TO THIS
PROJECT EXCEPT BY AGREEMENT IN
WRITING AND WITH THE APPROPRIATE
COMPENSATION TO TERRACOTA
BUILDING SERVICES IS PROHIBITED.
CONTRACTOR IS RESPONSIBLE FOR
VERIFYING ALL SITE CONDITION PRIOR
TO PROCEEDING WITH WORK.
CJ LI
z C114
W
H
W tnM c
o
L7 0 o 0
A �N 0
w
o�� �Q
PIP iYi N oo N
o
�- U
0 c°
0
O 0 N
O
00
O
QD
N W
LLJ rl
Q > w
rz
m O
�
C) U)
z � _� W Z
W = O (
Q Q
W
JOB No.: 515
DRAWN BY: T.B.S.
SCALE: AS SHOW
DATE: 06 -07 -2010
SHEET NAME
ROOF FRAMING
S =3
SHEET 6 OF 10