05-66-010STRAP: B
R: 5212 LBS
ROOF LOADS: U: 2739 LBS
LIVE LOAD ............... 30 PSF
DEAD LOAD ...................23 PSF
AVERAGE UPLIFT LOADS: STRAP: D
NET INT. UPLIFT .. ... ....... 48.9 - 10. 38.9 PSF R: 15079 LBS
NET EXT. UPUFT..........92.1 - 10 - 821 PSF
U• 7009 LBS
I TB
SEE 1EY11
G RAG OP ING
U: 2008 LBS U: 1284 LBS U: 1379 LBS
R: 3589 LBS R: 2203 LBS R: 2436 LBS
STRAP: B STRAP: A STRAP: A
/
18'-0"
i
10'-0"
CD
00 M
U: 999 LBS ci p
R: 1044 LBS +
STRAP: A
TB
STRAP: B
R: 3708 LBS
U: 1911 LBS
s
—
/
p
i L i i L i
/ U: 1598 LBS — — — —
R: 3038 LBS
STRAP: B
U
1 Q
ul— — — — — —
o �
O O
— — — — — — — — — — — — — — — -
-
O» z
of
b-
1 L -- - - -- D-w -- - --
a- vi
IF— — — — — — — — — — — — —
T 7 r T- 1
1 10
_ 1 I
TB f
I 1 0
U: 999 LBS
R: 1044 LBS
STRAP: A U: 1193 LBS
R: 1487 LBS_/
U: 2892 LBS
STRAP: A
R: 5059 LBS
STRAP: D
STRAP: B
R: 3481 LBS
U: 1792 LBS
STRAP: D
R: 8546 LBS
U: 3340 LBS
/
MARK
STRAP: B STRAP: A
STRAP: A
TOP BOTTOM CENTER
I
R: 3589 LBS R: 2203 LBS
R: 2436 LBS
8" X 12"
1 2 # 5
U: 2008 LBS U: 1284 LBS
U: 1379 LBS
3
1 TB
U: 2739 LBS
R: 5212�LBS
ST AP:
U: 11598
TB
I
8 "x8 "x17' -4"
I N/A
_
I
-
SEE GARAGE OPENING DETAIL SHEET S -2
U- LINTEL NOA: 03.- 0605.05
AP38 LBS
6 -10d
-
00- 0913.07
STf
USC -61
4 - 3/4" EXPANSION BOLTS
14,400
11628
1
1 I 1
IF
�1
U: 916 LABS —
U: LBS
0
R: 883
S m
LB I-
-1-10,_0„
1
—
A
I
T.O.B.
SCHEDULE ON DWG. A -1
—
—
1
C)
m
m
U: 897
LBS
— — —
PERIMETER, 3' MIN.
R: 905
STRAP:
A
1
1
—
U: 3179 ILBS
1
— —
R: 71 8 LBS
_
STTAP: III
- --
\
/I TB
— - TI —T— II
PERM BOT.
CHORP BRACIN
FIN. GRADE
/ IISEE
ORAMINIG
1
NO ES
I TB
SEE 1EY11
G RAG OP ING
U: 2008 LBS U: 1284 LBS U: 1379 LBS
R: 3589 LBS R: 2203 LBS R: 2436 LBS
STRAP: B STRAP: A STRAP: A
/
18'-0"
i
10'-0"
CD
00 M
U: 999 LBS ci p
R: 1044 LBS +
STRAP: A
TB
STRAP: B
R: 3708 LBS
U: 1911 LBS
s
—
/
p
i L i i L i
/ U: 1598 LBS — — — —
R: 3038 LBS
STRAP: B
U
1 Q
ul— — — — — —
o �
O O
— — — — — — — — — — — — — — — -
-
O» z
of
b-
1 L -- - - -- D-w -- - --
a- vi
IF— — — — — — — — — — — — —
T 7 r T- 1
1 10
_ 1 I
TB f
I 1 0
U: 999 LBS
R: 1044 LBS
STRAP: A U: 1193 LBS
R: 1487 LBS_/
U: 2892 LBS
STRAP: A
R: 5059 LBS
STRAP: D
STRAP: B
R: 3481 LBS
U: 1792 LBS
STRAP: D
R: 8546 LBS
U: 3340 LBS
/
MARK
I
REINFORCEMENT STIRRUPS OR TIES REMARKS
TOP BOTTOM CENTER
I
TB
TB
8" X 12"
1 2 # 5
I
1
3
1 TB
U: 2739 LBS
R: 5212�LBS
ST AP:
U: 11598
1
1
1 —
/7-( »
F — — —
8 "x8 "x17' -4"
I N/A
_
N/A
-
SEE GARAGE OPENING DETAIL SHEET S -2
U- LINTEL NOA: 03.- 0605.05
AP38 LBS
6 -10d
-
00- 0913.07
STf
USC -61
4 - 3/4" EXPANSION BOLTS
14,400
11628
1
1 I 1
IF
05 -22 -2004
U: LBS
0
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER WITH 2 -12d EACH
LBS
1
—
STF AP82
SCHEDULE ON DWG. A -1
C)
M
1
C)
DBL. WIRE MESH AT
m
PERM. BOT. CHO D BR G
SEE FRAMING NOTES
— — —
PERIMETER, 3' MIN.
1
1
—
U: 3179 ILBS
1
— —
R: 71 8 LBS
_
STTAP: III
- --
\
/I TB
— - TI —T— II
=_
M U: 1452 LBS J TB
O R: 2820 LBS
1 0 STRAP: B
00
U: 9761 LBS
-I- R: 19038 LBS STRAP: A
STRAP: D R: 1099 LBS
U: 916 LBS U: 644 LBS
R: 883 LBS
STRAP: A
ROOF FRAMING PLAN
N
1/411 = 11 -011
CONCRETE BEAM SCHEDULE
MARK
SIZE
REINFORCEMENT STIRRUPS OR TIES REMARKS
TOP BOTTOM CENTER
No. SPACING
STRAP
TB
8" X 12"
1 2 # 5
2 #5
1
3
4 @ 12" from corners, bal. @ 48" o.c.
See legend for heights
L -1
8 "x8 "x17' -4"
I N/A
1 #7
N/A
N/A
SEE GARAGE OPENING DETAIL SHEET S -2
U- LINTEL NOA: 03.- 0605.05
NOTE: EX.
IF THE EFFECTIVE DEPTH OF A BEAM
EXCEEDS 36 in., PROVIDE ADDT'L d > 36"
LONGITUDINAL SKIN REINF. EACH FACE AT
12" INCREMENTS AS NEEDED.
4 #5 BARS
TIES #3 @ 12" OC.
e
d a a ° d ° 4
° °
° a a
° ° a
°
a
° °d
a d °
a m
2 # 5 ADDT'L
CONC. BLK. WALL OPENING
1 #5 IN BLOCK
FILLED CELL
— #4 BARS
EACH FACE
12"
TIE BEAM DROP OVER OPENING
SCALE: 3/4" = 1' -0"
TIE BEAM
TRUSS ANCHOR SCHEDULE
SECTION
a a a_
9 3/43/4" 11 1/4" 9 11 1/4" -
TOP OF 3 3
CONCRETE
BEAM I MI I I � I I
I /4" (TYP. )- /4" (TYP.)
CD
5.
3„ 3"
5
1 3" 3 3,. 1 3„ 4 3"
9 1/4" 10 3/4" 3" 3
,,33 "
3" `'4 3"
TWO PLY TRUSS THREE PLY TRUSS
(MAX UPLIFT 5,800 #) (MAX UPLIFT 7,200#)
SPECIAL BRACKET DETAIL THREE PLY TRUSS
SCALE: 1" - 1' -0" (MAX UPLIFT 14,400#)
SCHEDULE
FASTENERS
DESCRIPTION
STRAP
TYPE
SEAT PLATE
STRAP
UPLIFT
PRODUCT CONTROL N.O.A.
A
1 -DTC
4- 10dx1 -1/2"
9- 10dx1 -1/2"
1410
01.0724.06
B
2 -DTC
4- 10dx1 -1/2"
EACH TRUSS
9- 10dx1 -1/2"
EACH TRUSS
1410
(EACH)
01.0724.06
C
TA 16
9
6 -10d
830
00- 0913.07
D
USC -61
4 - 3/4" EXPANSION BOLTS
14,400
SEE SPECIAL BRACKET
SECTION
a a a_
9 3/43/4" 11 1/4" 9 11 1/4" -
TOP OF 3 3
CONCRETE
BEAM I MI I I � I I
I /4" (TYP. )- /4" (TYP.)
CD
5.
3„ 3"
5
1 3" 3 3,. 1 3„ 4 3"
9 1/4" 10 3/4" 3" 3
,,33 "
3" `'4 3"
TWO PLY TRUSS THREE PLY TRUSS
(MAX UPLIFT 5,800 #) (MAX UPLIFT 7,200#)
SPECIAL BRACKET DETAIL THREE PLY TRUSS
SCALE: 1" - 1' -0" (MAX UPLIFT 14,400#)
SCHEDULE
MARK
DESCRIPTION
MARK
DESCRIPTION
1
ANGLE 3 "X3 "X1/4" W /EXTENDED LEG (Fy =36 KSI) SEE DWG.
5
3/4" DIAM, HILTI DWIK BOLT II (CARBON STEEL), 2 RE'O
2
STEEL PLATE 9- 3/4 "X4 "X1/4" (Fy =36 KSI)
6
PREFABRICATED TWO OR THREE PLY TRUSS
3
STEEL PLATE 1 1 -1 /4 "X4 "X3/8" (Fy= 36 KSI)
7
MIN. 5/8' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ'MTS
4
ONE (A), 5/8" DIAM. THRU BOLT FOR TWO PLY TRUSS
8
MIN. 8 "X12" CONCRETE TIE BEAM (Fc= 3,000 PSI, MINIMUM)
O
ONE (1), 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS
9
CONCRETE MASONRY BLOCK
R
0
LO
STRAP: A
R: 905 LBS
U: 897 LBS
WOOD TRUSSES @ 1/8" X 1" CHANNEL SHAPED 5/8" CD EXT. GRADE (19/32)
24" O.C. ANCHOR STEEL STRAP _ WITH- 10d- NAILS- @ ;4" O.C. AT
SEE MANUFACTURER WRAPPED OVER _ :EAVEG 8d_ �JAiLti 4 6'', O.C. AT
SHOP DRAWINGS EACH TRUSS EDGE AND FIELD. #30 FELT
TIN CAPPED @6" O.C. #90
SLATED_NOPPEL}-A -ND DADE
R: 30 INSULATION COUNTY APPRC1/ED BARREL
BLOWN -IN '? ; ^ _ Tit-F- (NAILED)
TOP OF CONCRETE 18" HOOK TO TIE -BEAM
TIE BEAM
METAL DRIP 3" X 3"
n + 18' -0" 1111MI 1111ugug 26 GAUGE NAILED
• ,— 4" O.C.
AS PER 37 -8 ITEM #79 S.F.B.C.
PROVIDE 5/8" GYP. BOARD TYPE "X"
ON METAL FURRING @24" O.C.
SPRAY FINISH.
+10'-0" 1' x 2" P.T. WOOD
FIRE STOP (TIP)
T.O.B.
8" X 12" CONCRETE TIE BEAM
WITH 4 #5 CONT. AND 4 #3 TIES
TIES @ 12" O.C. AT CORNERS.
BAL. @ 48" O.C., ADD 2 #5 X
5-0" LONG BENT AT CORNERS.
U: 999 LBS SHEAR OVER OPENING, #3
R: 1044 LBS STIRRUPS @ 5" O.C.
STRAP: A
1/2" DRYWALL ON 1" X 2"
P.T. WOOD FURRING
R -4.1 MIN. INSULATION
WOOD BASE
FOR FINISH FLOOR SEE
SCHEDULE ON DWG. A -1
± 110' -0" _
STRAP: D
R: 13753 LE CONCRETE SLAB
U: 7198 LBS
PLASTER
DRYWALL
U: 964 LBS 1" X 4" P.T. WOOD
R: 1573 LBS FIRE STOP AT 8' -0"
STRAP: A MAXIMUM
GARAGE OPENING DETAIL
SCALE 1/4" = 1' -0"
1/2" DRYWALL ON 1" X 2"
P.T. WOOD FURRING
R -4.1 MIN. INSULATION
1" X 2"
P.T. WOOD
L2" X 8" WOOD FASCIA
STENED WITH 2 #16d
NAILS EACH TRUSS
STUCCO ON SOFFIT
PROVIDE SCREEN VENT
4" WIDE X 22" LONG
EVERY 6' -0" O.C.
SOFFIT VENT. & INSECT
2658 S.F. /150 = 17.72 S.F.
30 x 0.61 = 18.30 S.F.
5/8" STUCCO ON 8"
NOMINAL CONCRETE BLOCK
W / #8 DUROWALL @16" V.
EXTENDED 4" INTO TIE
COLUMN (TYPE TRUSS)
MORTAR TYPE "M" OR "S"
30" SPLICE
REINFORCED WITH 2 #5
CONTINUOS.
5/8" STUCCO ON 8"
NOMINAL CONCRETE BLOCK
W / #8 DUROWALL @16" V.
EXTENDED 4" INTO TIE
COLUMN (TYPE LADDER)
MORTAR TYPE "M" OR "S"
4" CONCRETE SLAB
M
PLYWOOD NAILED TO TRUSSES AS FOLLOWS:
W /6" X 6" -10/10 W.W.M.
- INTERMEDIATE SUPPORTS: 6 INCHES ON CENTER WITH 8d NAILS.
O
ON MECHANICAL COMPACTED FILL
- EXTERIOR PERIMETER: 4 INCHES ON CENTER WITH 10d NAILS.
TO COMPLY WITH ASTM A -185
N
a
O
DRAWN BY:
* PROVIDE CONT. 2 "X4" DIAGONAL BRACING AT MIDSPAN OF TRUSSES. NAIL
z
TO KINGPOST OR VERT. TRUSS MEMBER WITH 2 -16d NAILS AT EACH
J
10
WOOD BASE
DATE:
Q
05 -22 -2004
* PROVIDE CONT. 2 PERMANENT B.C. BRACING PERPENDICULAR TO
0
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER WITH 2 -12d EACH
FOR FINISH FLOOR SEE
�
Z
SCHEDULE ON DWG. A -1
C)
m
C)
DBL. WIRE MESH AT
m
-�
m
PERIMETER, 3' MIN.
>
O
STANDARD HOOK
p
D
FIN. GRADE
r�1
C7
>
(n
CO
K:
COMPACT FILL
CI)
-
M
I
00
o
Ln
�
C7
0)
M
MIN. CLEAR
24" X 16" CONCRETE
REO'D. TYP As PER
MONOLITHIC FTG. WITH 3 #5
FBC 1821.1.1
CONTINOUS (TYPICAL)
(__i� TYPICAL
WALL SECTION
SCALE: 3/4" = 1' -0"
FRAMING NOTES:
CIO-
. .
Lai
o � �
0
C
O �p
O r �
O
C
ul
I �
O
C,O
C,O °
u `-
0 °
V N
0 Z
u c
03 a
V
m c°i m rn �0
0
� P N
w> av
n m c>
O'7 u N
3u u0
O
N
Ln
L4
I
u
N
O
N
MA
D c_
AC 0
D0
A 2
O-
0
An
V
�C) m
* ROOF SHEATING SHALL BE MIN.5 /8" CDX(19/32) EXTERIOR GRADE
M
PLYWOOD NAILED TO TRUSSES AS FOLLOWS:
r
- INTERMEDIATE SUPPORTS: 6 INCHES ON CENTER WITH 8d NAILS.
O
- EXTERIOR PERIMETER: 4 INCHES ON CENTER WITH 10d NAILS.
* TRUSS MANUFACTURER SHALL PROVIDE KINGPOST AT MIDSPAN FOR
N
DIAGONAL CONNECTIONS.
O
DRAWN BY:
* PROVIDE CONT. 2 "X4" DIAGONAL BRACING AT MIDSPAN OF TRUSSES. NAIL
z
TO KINGPOST OR VERT. TRUSS MEMBER WITH 2 -16d NAILS AT EACH
10
m
DATE:
"x4"
05 -22 -2004
* PROVIDE CONT. 2 PERMANENT B.C. BRACING PERPENDICULAR TO
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER WITH 2 -12d EACH
�
Z
NOTE:
C)
TRUSS MANUFACTURER MUST VERIFY EXISTING MEASUREMENTS AND
C)
r-
m
-�
m
>
O
O
M
r�1
C7
>
(n
CO
K:
O
CI)
-
M
I
z
Ln
�
C7
0)
M
* ROOF SHEATING SHALL BE MIN.5 /8" CDX(19/32) EXTERIOR GRADE
PLYWOOD NAILED TO TRUSSES AS FOLLOWS:
- INTERMEDIATE SUPPORTS: 6 INCHES ON CENTER WITH 8d NAILS.
- INTERIOR EDGE: 4 INCHES ON CENTER WITH 8d NAILS.
- EXTERIOR PERIMETER: 4 INCHES ON CENTER WITH 10d NAILS.
* TRUSS MANUFACTURER SHALL PROVIDE KINGPOST AT MIDSPAN FOR
DIAGONAL CONNECTIONS.
DRAWN BY:
* PROVIDE CONT. 2 "X4" DIAGONAL BRACING AT MIDSPAN OF TRUSSES. NAIL
J.M. — K.C.
TO KINGPOST OR VERT. TRUSS MEMBER WITH 2 -16d NAILS AT EACH
CROSSING.
DATE:
"x4"
05 -22 -2004
* PROVIDE CONT. 2 PERMANENT B.C. BRACING PERPENDICULAR TO
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER WITH 2 -12d EACH
SHEET
CONNECTION
NOTE:
TRUSS MANUFACTURER MUST VERIFY EXISTING MEASUREMENTS AND
QJ11
CONDITIONS ON SITE. ALSO MUST PROVIDE TRUSS HEEL OR DOG LEG IF
NEEDED.
r
�r.
r