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LEGEND
.4.4)7 1
OOF O ING -
1 X
INDICATESR vERFRAM DISCLAM TI-IE SIGNATURE AND STAMP FOR THESE
ROOF SHEATHING LINO. I li
C__ J INDICATES WALL ABOVE FRAMING LEVEL II2"CDX.PLYWOOD OR 055,W/24/ / \ STT OF STRUIRALCTURAL
TURALDRAW �S A!�TAUS PRE ALE
ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC
SET OF 9TTdJC1LRAL C d n"ATIONS PREPARED BY
MIN SPAN RATING.FACE GRAIN PERP. \ HORN CONSULTMG EMINEERS LLC AND SEALED UN A
ILETTO FRAMING TYP,Sd a 6"O.C.EDGES - I t I T 1 STA PAPP AND SO NTWIS S eY.C EN TRUER u►�o5E
I -I INDICATES WALL BELOW FRAMING LEVEL STAMP APPEARS ON TUIS s�Et.coNSTwcrlaN
AND SOUNDARY,12 0.C.FIELD J a SHALL
BYTHE Lac&PERFORMED JAPJe IICT Y WITH A DRAWS4 SET
INDICATES INTERIOR BEARING WALL
V////a BELOW FRAMING LEVEL 0 ,f' 0
® INDICATES COLUMN ABOVE v
• INDICATES COLUMN BELOW FRAMING LEVEL 1
1 I ',.... 11— t JLa... L
e INDICATES DETAIL REFERENCE �x
APPLIES TO ALL SIMILAR LOCATIONS OPTIONAL SNOUJER
INDICATES VAULTED AREA
HOLDOUN TYPE 4 SCHEDULE �'
HDUx(x) MARK NUMBER(x)ON SHT 50 TYP54.
FxxxxI INDICATES 3x6 P.T.SILL REQUIRED I - - v
•
3x SILL L1
1 — W
I
EXTENT OF SI-EARL/ALL 54.
SHEATHING SEGMENT 1 C.),
54} ________n______,
L._
INDICATES SHEARWALL TYPE
PEP SCHEDULE SHT SO 1
:"1- n = y
Nr INDICATES HOLDOaN TYPE. 0 _
1 *EA END OF WALL
SEGMENT PER SCHEDULE II II
SHT SO
) A t
I
INI
DII i
X11 Ci
• ALL TRUSSES TO BE PRE-ENGINEERED 4 CARRY
1 O II
MANUFACTURERS STAMP.
1 C < 11 II 11
• ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO
MANUFACTURERS SPECIFICATIONS. in
• NON-BEARING WALLS SHALL BE CONNECTED TO THE 1 ._. PRE-FAB ROOF TRUSSES t 63
TRUSS BOTTOM CHORD W/SIMPSON SIC(OR Ea)TO +24"O.C. c >
INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT
BEAR ON THE WALL. !c
j
a ALL CONNECTIONS WITH RAFTERS,MONO OR JACK 1 I z
TRUSSES 4 HIP TRUSSES TO MAIN GIRDER TO BE ' '
PROVIDED BY THE TRUSS MANUFACTURER.
• TRUSS LAYOUT SHOWING GIRDER TRUSS LOCATIONS '41 T
ARE NOT PERMITTED TO CHANGE 4 MUST BE j ;
FOLLOWED CORRECTLY,IF TRUSS MANUFACTURER
REQUESTS TO CHANGE IN PART OR IN WHOLE THE Li r
LAYOUT DESIGNED HEREIN,HE/SHE MUST CONTACT C7 r- ' l C TYP.
THE DESIGNER TO INSURE STRUCTURAL DESIGN IS
MAINTAINED ON THE BUILDING CORRECTLY. ALSO,IF
THE DESIGN LAYOUT IS DETERMINED TO CHANGE,THE
BUILDING DEPARTMENT WILL REQUIRE APPROVAL 4
NEW ENGINEERING CALC'S.
• ADD SOLID SLK'G BETWEEN JOISTS UNDER POINT
LOADS ASV. - WHERE APPLICABLE AT WILL. 0 G A RAG– R 1 l – I
• PROVIDE SOLID BEARING UNDER GIRDER TRUSS
ENDS 4 FROM BEARING POINTS UNDER STRUCTURAL /�
ROOF BEAMS AS SHOWN ON PLANS. -ii-, ROOF FRAMING /
. • PROVIDE SOLID BEARING UNDER BEAM ENDS 4 TRUSS DRAG LOAD:
FROM S .POINTS TRANSFERRED DOWN FROM DESIGN MFG SHALL UIIS I FLOOR
FLOOR ASV.CONT.TO FIG.BLW AS LOCATED ON TRUSS TO
PLANS. TRANSFER L F LBS/
2-R73a -1 FLAN
TeSHEAR TRUSS
(._ 4x6
0 4 PRE-FAB ROOF TRUSSES Q P
v e 24"O.C.
P r
541 REVISIONS:
4x6 4x6
1
54.1
2
54.
DAVE: 11.30.11
SCALE: 1/41' = 11-0"
, .-H R00:- F 4"`[NC / UPPER '7LOO 6–:=AIR U14L L PLAN DRAUJN: D.L.
1._ SCALE: I/4"=e-0" JOS NO: LEN-11-119
f
17 7j/
•
ORIGINAL SHEET SIZE: 24x36