HomeMy WebLinkAboutSheet 6A14'- 101/2" 6 15'- 101/2" 14'- 101/2" 15'- 10112" 11'•101/2" 1. 12'- 10112" 5' -31/2" 12'- 101/2"
12 12 12 �
e 8
PER � r.
DTL.
0
PER PER O°
DTL. DTL. N
_ \ \ FRONT �, m FRONT C)
FRONT FRONT `� DOME UNDER 11 2 \ IV-w j I LO
4' 6" 511 3' -5118" 15 4112" 3' -5118" 2'.0 314" 16-1114" 2'-0 O
30'-9" 24' -9" 18' -2"
30' -9" 1
(6) REQ'D TOTAL TYPE Al (5) REQ D TOTAL O (8) REQ'D TOTAL TYPE O (1) GIRDER TOTAL
�_
TYPE O INCL. (1) GIRDER O TYPE B INCL. (1) GIRDER
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r
V � co
�Ny U-)
TRUSS PROFILES Q o
9- 10112, 9- 10112"
9'- 101/2" 9- 101/2" 6.9" 8' -9"
9' -0" 9, -0^ NOTE: FACE OF TRUSS IS FLUSH WITH N
OUTSIDE FACE OF STUD. J z M
EXTERIOR TRUSS PITCH IS 8:12 U.N.O. ~
INTERIOR TRUSS PITCH, WHERE OCCURS,
12 12 12
�6 12 �6 3'- 10112" ro �8 o IS 7:12U.N.0.
rl; PER �e tO o PER PER "
ALL HEIGHTS MEASURED FROM (� .. CO
DTL. PER DTL. 12 —"�'
16T- L. FIN.FLR.O.O U.N.O. (jJ (�,�
i2 PER
�5 MBR DTL. SIDE it- DTL, e� ' ! — — _ 1a TRUSS MANUFACTURER TO COORDINATE J � O
f �\ W1 MECHANICAL CONTRACTOR FOR MM• Q
SIDE N FRONT �AeELOwLG L� \ N ATTIC MOUNTED AIR HANDLER LOCATIONS W M
FRONT N N €Q 12 \
24'-6" 24'S^ 24'-6^ , \ FOR SURCHARGE DESIGN. (IF APPLICABLE) Z N U)
---
AR ESATION W 7
pony Wall Beam Centered pony Wall 6x12 BM 1._2^ � 1' -2^ TRUSS PROFILES ARE DIAGRAMATIC ONLY, Z L
1111 " From Roof elow ^ In 2x12 Wall From Roof elow 1v -0n
19 9
17'-s^ 3'- 10112^ MANUFACTURER TO VERIFY ALL LENGTHS O �_ O Q
&COORDINATE HEEL HEIGHTS PRIOR TO O O = U =
(6) REQ'D TOTAL TYPE E (5) REI) GIRDER TYPE E1 INCL (Q1) GIRDER TYPE E2 (7) REQ'D TOTAL (3) REQ'D TOTAL FABRICATION.
TYPE D INCL. (2) GIRDER O TYPE �F INCL. (2) GIRDER v 1 v
0
16'- 10112" 16'- 101/2" 16- 10112" 15- 10112" 13' -10" 16- 10112" 13' -10" 16- 10112"
N N
N N N N
12
12
12 �8
FRONT
?2
FO
�e i va
8
PER \I PER
D DTL.
TL. O o
"<h fV I V
2' -0" 6'-4' 2' -0"
it13' -0" 4' -0" 1014" 2 -5112"
33' -9" 33'- " 30' -8112" 30' -8112"
(15) REQ'D TOTAL (� (1) GIRDER TOTAL TYPE (3) REQ'D TOTAL (4) REQ'D TOTAL
TYPE H INCL (5) GIRDER TYPE 2 TYPE H3 O
O
W W
U �
V
16-0 12"
16 -101/2 n 16 t 4/ 2^ 16'1012 W
IC] I Q
W Jz
0 �
m I th l
b W �./ LL WZ
10"
FAC OF- MO " FACOFMO W—�
OUTSIDE (AC STUD N OUTSIDE AC 0 STUD C
12 �8 W L.L
�6
PER PER
DTL. -i
DTL.
F=- NU
i
32' -11"
32' -11" 711 "
lit TYPE H4 (1)�Q'DTOTAL TYPE H4A) INCL GIRDER
Z O Z O J
O u—
a Q z oa' zd'
Z
Q o j J ?
F 2 6 0-
I 11'11" 16'0112" 1111 6' w o a Z _'
i I
0 g a o N v�
w
10'4112" 10'4112" Z �ZVyZy�o
a. w? z 0 a Z O
m 8' -4112" 8 -4112" v 'a
= v~i
V J W Z IL
LL a
N 12 12 r 12 W V .0 o O o W
�j �8 I r` mI ( �8 I t- to 3: LL � ¢ to
I PER PER o,
DTL. DTL.
a `R
sz� 12
'ok 9w
n
9 -0" 2 -0" 12 5112" 2' 0" 14' 3112" 2' -51/2" 5112"
271 112" 27'- 111/2" 711 16' 9" 20' -9"
'-1
VJ
TYPE H5 (1) GIRDER TOTAL TYPE (H5 (3) REQ'D TOTAL O (3) REQ'D TOTAL TYPE O INCL.() GIRDER TRUSS PROFILES-
TYPE � INCL, (2) GIRDER
SCALE: 3116" =1' -0" O
U)
W
12'- 10112' 12- 101/2"
12'•10112" 12'- 10112"
I6 c
PER �.,, PER U �
v PER DTL.
PER DTL. DTL
DTL.
Tp
9'.V 9-0"
LuO
to
r
U Q
25' -9" 4'- 10112" 26-9- 4'- 10112" O 4.
(14) REQ'D TOTAL TYPE O INCL�G DER TYPE L1 (9) REQ'D TOTAL
TYPE K INCL. (3) GIRDER TYPE K1 (14) REQ'D TOTAL COPYRIGHTED
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