HomeMy WebLinkAboutArchitect signed Truss Planr
c
c
r
34'
1116" •16' 6'6"�
y�!s -0 -0 -0 -0 -0 -0 -0
19'4" 518" 9'
FLOOR TRUSSES HELD BACK 3/4" FROM
EXTERIOR WALLS FOR SHEATHING
ALL CELINGS FLAT AT ERG HEIGHT
14
1 ,-4„
r
0
N
0
00 I
co F-
04 It
Co
J'
J3
J5
J7
J7
J7
J7
J7
J7
ti
M
J7
J7
J7
J7
B03
B02
m
J5
J3
J1
Typical Cornerset Specifications
Attach KingJack w/(3)
Attach End Jacks �,,0.131"0 ToeNails @ TC & Attach Corner Jacks w/(2)
w/ (4) 0.131"0 ToeNails @ TC 24" strap using (6) 10d x 0.131"0 ToeNails @ TC & BC
& (3) 0.131"0 ToeNails @ BC 1-1/2" at each end of BC (typ,)
Typ. Corner Jack Placement— 110-15/16" 2'0" 2'0" 1'1-1/16"
34'
W Ui -4 -I -1 -1 U1 co
1914" 1418"
I
00
ro
CV
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER.
o s
(UNLESS NOTED OTHERWISE)
tcm: a M a)
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
_�
N y O)� N
_ 'U, ° E
BY BUILDER. (UNLESS NOT OTHERWISE)
y Q C~ = D O O
a m - oUi
-yo
2
y E .r O w- U
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
E`- o s m a�i
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING
c oL� >'C E� °,
° 15
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL
0. �' ¢ ` 0
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE
M ° U 0 C:''
2= U O O N 'p7
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR
o 6 E 2 y = o
GRAVITYAND UPLIFT LOADS.
�' a r ' `o 0
o
o
¢
FOR BRACING & ERECTION DETAILS REFER TO BCSI-03
o m o a ` o ='
AND/OR ENGINEER OF RECORD.
IL Fa o o a a
E� E
fL0 i y= U y C C
p) L C O (d
M
N= O y O
REPRESENTS THE LEFT SIDE
m � -0:o � o
OF EACH TRUSS DRAWING
Q a=i
E(a E o
�05 -,aE �
co'o-0�yw�0,)
O N O y t 0.)y •U W '
(NOTE: REFER TO SIMPSON CONNECTOR
U. �
p. N y .(6
o c rn2)-0C L
r-
I
CATALOG FOR INSTALLATION DETAILS)
2 o W -:� 2 o .•R
v�mo._ma)m❑
A
LUS24
H
HHUS46
Q
- - -
_ @ @ y N E
�
o o h s `° c i
B
LUS26
J
THA422
R---
C
HUS26
K
MUS26
S
- - -
C-�'m = 2
U�u
D
HUS28
L
THJA26
T
- - -
a E
EHHUS26-2
M
---
U
- --
(5,ra
2=0 —=°'
— rnc.. 3 c— @❑
F
HHUS28-2
N
---
V
---
0E0 �y�N�
10
G
LUS46
P
LUS44
X---
—' ° o� 2 E m
0 Z
_
w
° O U @ _ � O cp
HBB
HANGER BY BUILDER
BBB
BEAM BY BUILDER
0 N o W o 'L
LSTA12 @ TC & BC
* NOTE: LSTA STRAP
' ° f) o o N C'
U n.._ p) C
INDICATED TO BE USED IN
=
°m m N ;;,� E o .` 2
�soco.2 A;
LSTA12 @TC
,Zt
CONCORDANCE WITH
� L 2 2 2 o
m
Zb
LSTA12 @ BC
CORNERSET DETAIL.
R
° W ❑ 2 ❑ � � N
0,
o
LOADING
ROOF
FLOOR
WIND LOAD
ium =�-°�°
2
rn 00 ° o
C'
LIVE LOAD
20
40
ASCE 7-10
0, 0 o
CC
~V
DEAD LOAD
10
10
165
B
9ra°',n���w
=�=�5j:2
>
0
LIVE LOAD
0
0
Residential - CAT 11
m ( w 2 a f° ` -r-
t °2 a
F- O
L
L I— Y= L .� 0
❑
0
DEAD LOAD
7
5
Closed
� � a 0 3 E oco z
y N y
V
0
TOTAL LOAD
37
55
FBC 2017 RES
� �❑ y
N
N o o y o
2 O c0 y
z°
DURATION FACTOR
1.25
1.00
TPI 2014
O N
8 2,v 0 0 M
7ca @ o N C O y
a
REV
DATE
BY
REMARKS
; '0 y a a) N
0
3o 252 t02
x
-
--/--/----
-
-0y" U t
°;
w R O
U
_
` s ue a 0 ?M O
---
O U
�_
15
O U_ 9 O w a)E o L_"
m ❑ a .Qi 2 -2° m
•� \/
_
*�
O=CL Q >,,
y -a a a E o
N p)C C °
L
_
__/__/----
_
N w
L a W C C N .L-.
OF '�
M C I— i4)
� O C)
C
N > ` �
m EQ m 3•a o
It is understood that above ❑ APPROVED
_ _ ` 2 L N
@ o O .� D
conditions have been reviewed &
L
o �, ; ❑ o s
are acceptable for the fabrication ❑ APPROVED AS NOTED
13 � o, 3 wsU '
at trusses, elevations, pitches,
= O •N o
o=N O w 2 k_° E
overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT
a)_ °) o y� E 0
N W
elevations/pitches, bearing
W co o r s
'0 2 .. C ._ 21
�@ y 0 E r E
conditions & all detail pertaining ❑ REJECTED
00 2 a r 3 o
2�H L c o
to this truss placement plan. No
3
va o � � Qi
back charges will be accepted
�, 0 2 °- �, o
~
without previous written approval DATE
p
�°
� �" ~
o y o _ �' ` a _ 'y
from an A-1 Roof Trusses
E g `� o
representative. REVIEWED BY
y o o 0
p 2—
p -0 C O O❑ o o a
PLAN DATE
ARCH: --/--/----
STRUCT`--/--/----
,O
�' N c " ~ _ ° '
L N rn y N N Q)
•p N
VN -a -� L .�.+ a) a = O
U a� > a U It -
CUSTOMER
RENAR HOMES
.0 'MO
2 — y *6'
v- w "O to .O y cA 'C U
° O y 0 M O p 7 cvi)
y>E.O ._c mE C'
>w._C13 :Uw iLayam°
JOB NAME
WILLSHIRE 1800 ELEV B2 GAR L
U$ aoS 1 —
o 0
oa) $3ZEco
N , N C) w fp > N
L 'O
•C = L a) w s O
y o= y�° c M
OPTION(S)
,66�
m� a)
ru):a
II,2
O` C L L t'p W 0 0
fl MO O 0-0 L
-° 3
°o a? c
COMMUNITY
MORNINGSIDE lot/18
c
2 = - 2 �� � r-
Nooaa)M0 �cv�
0
owo�y.52ow
ow U O _ ~ LO L
CITY
8ti °oQz '3
U
COUNTY
m p N
C C C o
y aaZi y coa yw
ca (D a)
ED
cn N .2 M 0) � U o_ _ ?�
BLDG.
BLDG.
o a 2 0 3 �� Q o
TYPE
_
#
_
E 0Y omLa
P�
w Mi) L �• ,O M 'O
JOB #
82641
MASTER
ARMSWSB2
_ ❑ ❑ a a c6 F- � 2 � = 2
� U ❑ �
oE- ao 2
MM1-i5
DRAWN
SCALE
�
= w L
10/15/20
_0EDATE
0>�',
�00 >0
MS
NTS
�0:C
CD
m ;;E
A
o °�rn�5U)oaLai E
C
awrlr _
N
aw
N ❑ w f0 w
❑'E E>a 3� c 2
ID
m"0 MA-1 ROOF
f9 aL w
® ( W 2 0 v y o
A FLORIDA CORPORATION carp c o aci ° —0
_L)
-409-1010 / FaX 772-409-1015 > > Ph 772_ N
0
hftn-MAnA.."t a 1 fn ice corn ) r Lc 2
v o N