HomeMy WebLinkAboutTruss planNOV d 8 2017
PERMITTING
St. Lucie CountyT FL
4
6F—
B4ODON) / UAIIN (s
`NOTE ALL TRUSS TO WALL AXO/OR TRUSS YO
LEDGER CONNECBONS BY BU"ER
IN e -
0UNLE55 NOTED OTNERWm
= S
• NOTE ALL D DROPS BELOW BEAM ME
BY BUILLDERR (UNLESS NOTED OTHEgW6E)
! - �', s E
' NOTE THIS mum PLACEmm DWG TO SHOW
RN
'F 's ^ : € _ e R
BSme3
TRUSS I.D. AND TRUSS LOCATION ONLY
ON
THE BVIIDING LS RE Fdi THE
SIRO
TABIGNER
ENTRE STIR
ME MONICATTHE ENTIRE STRUCTURE.
REFER TO THE NHDWV.lR115F ENGINEERING DRAWINGS
S E 9 sa s }
a E
FOR GRAM AND UPUR LOADS.
FOR BRACING h EgECROfI DETAILS OFFER
B @=Fa Se
TO BCOIOd AND/OR ENGINEER OF RECORD
= a =SS 8 A : s
1S-L3-�
_.E
REPE THE BIDE OF
EACH
FACN TRUSS DRAWING
WING
FUSE4
x TH048
8�14526
IMINIGH422
IIIn---
ez g=se i
E Wb262 m T OHM U -- 4j s
F TXD283 bO--- Oy -, -�g -H..
O /HARDER BY MALOER B BEAM BY BUILDER a a R i
o: E
• NOTE UPLIFT CONANOMEB FOR ALL COMMON a $ = a
1R SYRA BEARING MI ANOEHEN TOES TO RE LSTA12 E da _ ¢ e STRAP (BY OWIEREJ UNOMER -
(EECLUDES VALLEY AND
PNPMiGYBACN TIIMU)
MOING ROOF MON MO LOAD as 3 g
g4 LNE LOAD ED - gEDEiip a x
C� DEAD LOAD SO SBOmPH
ee
9 WE LOAD W.GTEOORY -AE
X - �a. ; a €
ii DEAD LOAD ]0 ENCLOBED ¢ e E a ¢ a § 2
TOTAL LOAD M FEC-2014
is 3esSe
WMWON FACTOR-
r �"e
IEV DATE By REMARKS =�-^3=
1 b/EB/201T p RLVIBEOGLRAOEWIpTH 3'4" $'° a � eg?8
4 E= a
B.
RNu mWo0 Mal Above pp
oMiWns have ben nvpWw ❑ APPROVED f9f]a t-E
E eM..pNble Nr BY,
Nbi wh at INeaea. ❑ APPROVED AS NOTED
Nevelione.pllchg, oveFMnpa, r S 111 - y
f9eCNa.CeNiBp ❑ REVISE AND RESUBMR
eMgibnalPlkhee, beahnp y` s A¢ a a-
:dp REJECTEDdill"g tpbn.No
ack charpa.WEb.acapb45-s E5e5,ce�sa ¢jIE�'
=1 WiMoui lN, RaNlen DATE e e ft.
apq it M Iman A-1 Raul *
TNwe mpmBMNtive. REVIEWED BY �€�e'3 a[[k�
AN DATE ARCX: 08/02/2017 STRUCC -/-/— ! a' - E g
OB NAME
OPN)TbSBOLI£R REfIOHKE
-
COMNNT _
/ LOT
CRY
COUNTY
BUDD BIUG
TYPE R
FLIB B 09632 HASTE
DATE 02/14/2D17
q. �jj
K• 1R%'4+�
F`:: b :4DiTr
1BB.
NIP UNE ems.
A-1 ROOF
TRUSSES
AlF'
vpxEY LINE 69.
naowMCORI..DON
mr
Ph 772408.10101 FM7724MIDI
.i s¢ 5-
j!
g ppY
<I;�E3
a�=9=4s
Ea¢E A2:
E °
&E6a�aG=.
1pE°
d
mFHA'T[S{'rP[ESAE'
l
Fzl^B`a1
a¢=gga
I 0