04-1660(3)-009! ! I V V u U • • • • i i • • • •
-... u V V •.. � Y
• Y • • Y i V • •
U: 2491 LBS
R: 3815 LBS
STRAP B
+ 19' -8"
TOP OF TIE BEAM
U: 1746 LBS
R: 3261 LBS
STRAP: B
U: 12230 LBS
R: 16437 LBS
STRAP: D3
STRAP A
R: 903 LBS
U: 711 LBS
+ 19' -S"
TOP OF TIE BEAM
U: 776 LBS
R: 1045 LBS
S TR A P At) -----
t � NOT
IF THE EFFECTIVE DEPTH OF A
BEAM EXCEEDS 36 In.,
i=RO`✓IDE ADDT'L
LONGITUDINAL SKIN REiNF.
EAGN FACE AT 12" INCREMENTS
�X NEEDED-
I
'14 CARS
EACH FACE
•' 1^l 11
,i FF
U: 776 LBS
R: 1045 LBS
-,15TRAP A
���� ►r��G NOTE �
* ROOF SNEATINC� SMALL 5E MIN.S /8 CDX(19 /32) EXTERIOR GRADE
FL`'i IJJOOD NAILED TO TRUSSES AS FOLLOWS:
- INTERMEDIATE 5Uf'i= 1OFTe, (o INGHE5 ON CENTER, WITH 106 NAILS,
- INTERIOR EDGE: 4 INCHES ON CENTER WITH 10d NAILS.
- EXTERIOR FERI1 IETER; 4 INCISES ON CENTER WITH 106 NAILS.
* TRUSS MANUFACTURER 5I4ALL f= ROVIDE <INGP05T AT MIDeFAN FCR
DIAGONAL CONNECTIONS.
* FROVIDE CONT, 2 "X4" DIAGONAL BfRACING AT MIDSPAN OF TRUSSES. NAIL
TO <NGF'OST Of , VENT. TRIJ56 MEME3Ef, l.>,JIT+4 2-1(o6 NAILe AT EACH
CROSSING.
* f= 'ROVIDE CONT. 2 "x4" PERMANENT E5.C. BRACING FERPENDICULAR', TO
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER UJITk4 2 -12d EACI4
CONNECTION
NOTE:
TRUSS MANUFACTURER MUST VERIFY EXISTING
MEASUREMENTS AND CONDITIONS ON SITE. ALSO MUST
PROVIDE TRUSS HEEL OR DOG LEG IF NEEDED.
81 -011 NOTE
C31 -511 TRUSS MANUFACTURER MUST
VERIF'r' EXISTING
10' -5" MEASUF E=MENTS AND
CONDITIONS ON 61TE. ALSO
MUST PROVIDE TRUSS HEEL OR
19' -8" DOG LEG IF NEEDED.
ROOF LOAD5:
LIVE LOAD .....................30 F5F=
DEAD LOAD ..................25 PSF
ROOF FRE 5elJRE 5:
NET INT. UPLIFT ............ 314 PSF
NET EXT, UPLIFT ......... 10.4 PSF
NOTE
5EE 5f'ECIAL 5R,4<ET DETAIL
TRIJ55 ANCHOR DETAIL ON
FLAN 5 °4
U: 1450 LBS
R: 2378 LBS
STRAP B
U: 1621 LBS
R. 2675 LBS
STRAP B
STRAP B
R: 2378 LBS
U: 1450 LBS
+ 9' -1,,,
TOP OF TIE BEAM
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SCHEDULE
SHEET
F<:E IN1"O�GE1" IFNT
tip
ST I f�RUP5 CR 71=5
RE1'f ARKS
1ylARK
51 ZE
TOP
5CZ"0�1 ~ CENTS
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SPAC INCA
TC
8" X 12"
2
* 5
2
'�"
. °�
'3
4
12"
from corners, bal. o 4a"
o.c.
See legend for heights
8 -1
8" X 28"
2
* b
2
*
3
2
o.c. at supports, bal. ii)
12"
o.c.
Garage beam 8' boor
8 -2
a" X 3 (o"*
2
06
2
3
2
&'1
o.c. at supports, bal. s
12"
o.c.
Arched Entry beams
5-3
lO" X 14"
4
* 5
4
* 5
L.AYERE
3
Il
&11
o.c, at supports, bal. .Q
12"
c.c.
Under F=ront balcony
5-4
10" X 12"
4
* 5
4
* 5
LAYERS
3
11
6"
o.c. at supports, be L Q
12"
c.c.
Under Rear balcony
C -5
8" X. 24 "*
2
* 1
2
1
3
2
o.c. at supports, be I. 1@
12"
c.c,
Arched rear balcony beam
540
8" X fro"
2
* 5
2
* 5
3
o.c. at supports, bat. a
12"
o.c.
Gazebo beams
U: 2491 LBS
R: 3815 LBS
STRAP B
+ 19' -8"
TOP OF TIE BEAM
U: 1746 LBS
R: 3261 LBS
STRAP: B
U: 12230 LBS
R: 16437 LBS
STRAP: D3
STRAP A
R: 903 LBS
U: 711 LBS
+ 19' -S"
TOP OF TIE BEAM
U: 776 LBS
R: 1045 LBS
S TR A P At) -----
t � NOT
IF THE EFFECTIVE DEPTH OF A
BEAM EXCEEDS 36 In.,
i=RO`✓IDE ADDT'L
LONGITUDINAL SKIN REiNF.
EAGN FACE AT 12" INCREMENTS
�X NEEDED-
I
'14 CARS
EACH FACE
•' 1^l 11
,i FF
U: 776 LBS
R: 1045 LBS
-,15TRAP A
���� ►r��G NOTE �
* ROOF SNEATINC� SMALL 5E MIN.S /8 CDX(19 /32) EXTERIOR GRADE
FL`'i IJJOOD NAILED TO TRUSSES AS FOLLOWS:
- INTERMEDIATE 5Uf'i= 1OFTe, (o INGHE5 ON CENTER, WITH 106 NAILS,
- INTERIOR EDGE: 4 INCHES ON CENTER WITH 10d NAILS.
- EXTERIOR FERI1 IETER; 4 INCISES ON CENTER WITH 106 NAILS.
* TRUSS MANUFACTURER 5I4ALL f= ROVIDE <INGP05T AT MIDeFAN FCR
DIAGONAL CONNECTIONS.
* FROVIDE CONT, 2 "X4" DIAGONAL BfRACING AT MIDSPAN OF TRUSSES. NAIL
TO <NGF'OST Of , VENT. TRIJ56 MEME3Ef, l.>,JIT+4 2-1(o6 NAILe AT EACH
CROSSING.
* f= 'ROVIDE CONT. 2 "x4" PERMANENT E5.C. BRACING FERPENDICULAR', TO
TRUSSES AND NOT TO EXCEED 10' -0" ON CENTER UJITk4 2 -12d EACI4
CONNECTION
NOTE:
TRUSS MANUFACTURER MUST VERIFY EXISTING
MEASUREMENTS AND CONDITIONS ON SITE. ALSO MUST
PROVIDE TRUSS HEEL OR DOG LEG IF NEEDED.
81 -011 NOTE
C31 -511 TRUSS MANUFACTURER MUST
VERIF'r' EXISTING
10' -5" MEASUF E=MENTS AND
CONDITIONS ON 61TE. ALSO
MUST PROVIDE TRUSS HEEL OR
19' -8" DOG LEG IF NEEDED.
ROOF LOAD5:
LIVE LOAD .....................30 F5F=
DEAD LOAD ..................25 PSF
ROOF FRE 5elJRE 5:
NET INT. UPLIFT ............ 314 PSF
NET EXT, UPLIFT ......... 10.4 PSF
NOTE
5EE 5f'ECIAL 5R,4<ET DETAIL
TRIJ55 ANCHOR DETAIL ON
FLAN 5 °4
U: 1450 LBS
R: 2378 LBS
STRAP B
U: 1621 LBS
R. 2675 LBS
STRAP B
STRAP B
R: 2378 LBS
U: 1450 LBS
+ 9' -1,,,
TOP OF TIE BEAM
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-2001
SHEET
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DRAWN BY:
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-2001
DRAWN BY:
J. I14. --
K. C.
DATE:
OB -09
-2001
SHEET