HomeMy WebLinkAboutFRAMING PLANR� (12
FL05A
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10, 8" TNJ
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50"
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FLOR
FI-07
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FL07
FL06
r7
...... ...... ... . . .. . . . ..
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. .... ................................... 21'.110."11.1 11 -
65'0"
- - - --------- ---------
FIRST FLOOR FRAMING
V8 11/2" i
N
SECOND FLOOR FRAMING PLAN
ag
ROOF END DET
w NODE: ALL I HUSS I U WALL ANL;/ U" i eoJSZ� 4 U
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
...... . ...... . .... - ------- . . . . ...... ....... ....... ......... ... ........................... ........... . . ..... ---------- -- - - --------- ---------
NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) 5 . a> 7S
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
TRUSS I.D. AND TRUSS LOCATION OMJY.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE E CIDwog
STRUCTURAL E = =
L STABILITY OF THE ENTIRE STRUCTURE. -9 �'-g - 46
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS =0 Z--E48j�=
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER A, 'S, E
TO BCSI-03 AND/OR ENGINEER OF RECORD E! 7
------ - ----- .................. . ..... . . . .... ..... .. . ....... ............ ... .........
-a -a ai
A,
= � 2 a —A g �- :
REPRESENTS THE LEFT SIDE OF
-6 'W - &
EACH TRUSS DRAWING
17
NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS
79 a 2
J US24 THD46 I OQ THDH26-2
C:
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:JUS26 MSH422 �R� ---
'THD26 K MUS26 S) ---
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THD26-2 SKH26L/R 5
THD28-2 N� M5H218-2 79 7�:
E E
JUS46 MUS28 \�A/ - - -
1�\FIBB�! HANGER BY BUILDER CBBBJ BEAM BY BUILDER
5 4 a t; 0 =1
1
NOTE: UPLIFT CONNECTIONS FOR ALL COMMON
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 a
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE 2: 4E
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES) -9
L ---kO—OF FLOOR WIND LOAD In
OADING `C3
. .... ... ........ ...................... . . . . . ... ....... . . ..... .... .......... ............................ . ....... - -------- ...........
LIVE LOAD 20 40 ASCE 7-10
CL it g. C C:� v- -2
0
E
DEAD LOAD 15 20 170 MPH EXP C
. .. ................. .. . ...... . ... ............... ........... ..................... . . . .. . . ... . ... ... .............. ------------ - -- ..... . ............... J . .... ... . ..... - ................ L E
LIVE LOAD 10* 0 CATEGORY 11 P e
DEAD LOAD 10 5 ENCLOSED
A, E �-z
TOTAL LOAD 45 65 FBC-2014 2,
E
E
DURATION FACTOR 1.25 1.00 TPI 2007 =
REV DATE BY REMARKS
tE
C,j
E E
T
............... -
... .. .. .. . .... . .. . .. .. .... ... ...... .. .. .. .. . ... ............. .....
A, E
IS
It is understood that above E
conditions have been reviewed L] APPROVED
& are acceptable for the
fabrication at trusses, APPROVED AS NOTED -2
elevations, pitches, overhangs,
REVISE AND RESUBMIT r
fascias Ceiling
elevations/pitches, bearing
REJECTED % ff A, -
conditions & all detail pertaining E t F= E z
to this truss placement plan. No -5j
back charges will be accepted .......
without previous written "g
approval from an A-1 Roof
Trusses representative. REVIEWED BY e
........... C, =
E
PLAN DATE ARCH: 06/30/2016 STRUCT: 02/08/18
CUSTOMER CALATLANTIC HOMES E E Io.
.
JOB NAME 6511'D'
LOCATION
Lugo —E Z�
F-
co COMMISITY
RIVERBEND/ LOT 44
LOT #
co
.......... E
BLDG
GARAGE� RIGHT
TYPE 2'
JOB # 71221 MASTER WCAS651IDBX
. ......... ......................... ...
E
DRAWN' SCALE E
DATE 02/21/18
MK N.T.S.
D,
IS
Digitally signed by Anthon - 0 � E — -E
Y1. 2 8 '0 �
T ibo, III z- 10= - S MOONS" FILE COPY=Eb- z Z�
DIONMUS, st=Florid;&, I=Fort E �2 f-
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ON RooffAnthonyg*— bw En
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�TIKWSMES
18. D.4 03
8
H IP41d(M E 209
A FLORIDA CORPORATION
N VALLEY LINE 133 ft
SHF.�.TING AREA LJNDER VAIAFY TRUSSES AND Ph 772-409-1010 / Fax 772-409-1015
SERTAL # WASTE MATERIAL NOT INCLUDED
BRDR TO VERIFY CALCULATIONS http,-Ilwww.aItruss.com R
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