07-685-035ROOF TRUSS OR
ROOF
SEE I
USS ANCHOR STRAP
P MODEL HLPTA75 WITH
-10d NAILS
D 2 -10d AT SEAT PLATE
CONCRETE BEAM
SEE PLAN
8" CMU WALL
WHEN APPICABLE
TYPE 1 ROOF TRUSS ANCHORAGE
4X1 4"
PLA E 4X1/4" 10"
PLATE
3/16"
I I Q 3x3x 1/4"
�E WITH EXTENDED
LEG
_ CONC.
io iD BEAM
Q 3x3x 1/4"---"'
WITH EXTENDED
LEG
2x1
CHC
GIRDER I I
TRUSS
_ 5/8" X 6" HILTI
KWIK BOLT II
�( FIELD DETERMINE LENGTH
BASED ON TRUSS GEOMETRY
5/8" X 6" HILTI
KWIK BOLT II
SECTION OF ELEVATION OF
GIRDER TRUSS GIRDER TRUSS
ANCHOR STRAP ANCHOR STRAP
GIRDER ANCHOR TYPE 1
4x4x 1/4" x 10"
2 — 3/4" THRU
TRIM BOT. CHORD
TO MATCH ADJACENT
TRUSS GEOMETRY
x 6" A. B.
ANGLE
GIRDER ANCHOR TYPE 2
ROOF JOIST
2x12 @ 15"
5/8" PLYWOOD NAILED
JOIST WITH 10d NAILS @ 6" O.C.
JOIST ANCHOR STRAP
(� USP MODEL HLPTA75 WITH
AT PLATE
TYPE 2 ROOF TRUSS ANCHORAGE
TYPICAL CONNECTIONS: ROOF SHEATHING TO JOIST
PROVIDE 1 8'
SPACING A
PANEL EDGES
4' x 8' CDX PLYWO
SHEATHING MII�, 19% D 32" THICK
MAX. SPAN 24
WOOD FASCIA SEE ARCH'L. —�
W/ 2 -16d NAILS ® EACH TRUSS
1/16" SPACE AT PANEL ENDS
PLYWOOD NAILING PLAN
PREFABRICATED WOOD TRUSSES
24 ON CENTER SEE ROOF PLAN
NOTE: FABRICATOR OF ROOF TRUSSES SHALL
BE RESPONSIBLE FOR INSURING THAT
THE TRUSS LAYOUT IS IN ACCORDANCE WITH
THE ROOF GEOMETRY SET BY ARCHITECT
SEE ARCH'L. FOR ALL ROOF GEOMETRY
TRUSS MFR. SHALL SUBMIT FINAL TRUSS
LAYOUT PLAN TO ENGINEER PRIOR TO
FABRICATION OF TRUSSES. IF REQUIRED ENGINEER
WILL SUBMIT REVISED FRAMING BASED ON
TRUSS LAYOUT SET BY TRUSS MFR.
3 -2x8
Ru =0.9 K
TYPE 2
NOTE TOP ELEVATION OF EXISTING SHEATHING
SHALL MATCH TOP ELEVATION OF NEW SHEATHING
FIELD COORDINATE TOP ELEVATION OF NEW
NEW 5/8" PLYWOOD
WITH 8d NAILS
® 6" O.C. TYP.
6" WEDGE NAILED TO TRUSS
W/ (2) 8D TOE NAILS OR BEVEL
CUT BOTTOM CHORD OF FILLER
TRUSSES.
- FILLER TRUSSES ® 24" O.C.
BY TRUSS MANUFACTURER
EXISTING
ROOF JOIST
CONNECTION: NEW VALLEY JACKS TO
EXISTING ROOF TRUSS SYSTEM
J 1 NEW 2x12 JIST a 16" O.C.
UNDER 5/8" PLYWOOD
Q
Ru =0.9 K
TYPE 2
B2x4 CONTINUOUS BRACE AT
BOTTOM CHORD LAP 2' MIN.
CONNECT TO TRUSS WITH
2— 16d NAILS
IKU =U.3 K
TYPE 1
19' -11"
VALLEY JACKS CONNECT
TO TRUSS WITH USP
LFTA6 WITH 4 - 10d NAILS 1 -- - -- -- - -- -- - -- I
PER MEMBER
I I
I I w
11
-0i z
\
ELEV.
X X
STIRRUPS
R2 I II II II
--
L►�_ __LIqr
BOT
TOP
4 .0 K HORIZONTAL
FROM SHEATHING
F_
--
II
N
----------------- - - - - -- -- I- r,---- - - -
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- -- - -
�
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I
8
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J1 I
—1 I
5
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3@
II I I
11 1 I
I I
RB2
J1
I
1 U N
m N
11
II B1 II
II II 0
I
I I I I LO
II II
-- l
I I R1 I II R1 I I
NI RuI I
I /N�11/ I I
=1.o K I I I I I
TYPE 1 I I I I I I I
I II II I
T
I I LU mll I I
I I II II � I I
I I II m II I I
I I II II I I
I I II
V I I
I I II I I
I I II II I I
I I II II I I
I I II II I I
Ru =0.6 K fill LOAD BEARING RB4 WOOD WALL
__ —_ — _J1 II II II II I I
J 1 I II II II II I I
II II II
II II
m I II II II I II 11
J1 I I II �i II II II II I I
II II II II 11 II I I
I 1 II II I
BEAM AS REQUIRED TO DEVELOPE A FLUSH
SHEATHING CONNECTION
I I w
11
-0i z
J1
ELEV.
X X
STIRRUPS
R2 I II II II
--
L►�_ __LIqr
BOT
TOP
4 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
Top
N
----------------- - - - - -- -- I- r,---- - - -
- - - - -�
- -- - -
�
- - --
-� I
a N
8
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-------
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- - --
—1 I
5
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3@
II I I
11 1 I
I I
RB2
8
I
1 U N
m N
II
R =0.7 K I I
6
I I I I
I I EXISTING
CONC.
3@
F-j
6
EXISTING I I
8
I I Q I I
< I I BEAM
2#
5
H
5
I I
3@
I I Li I I
Li I I
RB4
8
X 12
8' -0"
2#
5
I I m I I
m I I
#
3®
I I
1 1
48
I I
I I
8
I I I I
I I U
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C) I I
2#
5
I I
5
I I
3@
I I I I Z
Z I I
I I
I I
I I
I I
II II U
Ig I I I I
U �I
I
I I
II
I I
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I I I I F- I I
II I
N
EXISTING FLAT
I I
I I
I I
I I
I I I I I I
I I X I I
I I
x
ROOF TO REMAIN
EXISTING BEAM
I I
I I
I I I I Ld I I
Lv I I
I I
I I
I I I I I I
I
EXISTING
CONVENTIONAL I I
I I I I I I
I
ROOF TO
REMAIIN 2x8 TOP CHORD I I
I I I I I I
EXISTING FLAT I I WALLS BEING
U)
"`i11 I
AND 2x6
BOT. CHORD AT 12" O.C. I I
I I I I I I
ROOF TO REMAIN I I REMOVED
m
I
I
SEE SEET
A4 FOR AS BUILT FRAMING PLAN
I I I I I I
i- 7- - - - - --
- - - -- - -
- - --
� I F
I I
—
J - - - - -- --
T --
l - -- S---------------------------------
- - - - -- 1 1
I I I I
I I I I
J1
I I
17 ------------------------------------
MI I I
D
J1
11 I I
I L--------- 1-- L----
5---- L- 1
- - - - -- - - - -1
L--------------------------- - - - - -- --
-- — —
I -1—y
, -- — --�
SEE S5 FOR ROOF
WIND ZONE MAP
2x4 X 8' TOP CHORD
5/8" PLYWOOD HORIZONTAL BRACE LAP
2' NAIL TO TRUSS CHORD
WITH 2- 10d NAILS
45°
ROOF TRUSS
2x4 DIAGONAL BRACES 2x4 CONT. BOT CHORD
WITH 2- 16d NAILS HORIZONTAL BRACE LAP
AT HORIZONTAL BRACE 2' NAIL TO TRUSS CHORD
LATERAL BRACING SEE DETAIL WITH 2- 16 NAILS
ON THIS SHEET. CEILING HIGH HATS
10d NAILS AT 6 "o.c. AT PANEL EDGE DIAGONAL BRACING ALONG BUILDING DEPTH
AND INTERMEDIATE SUPPORT
FIRST ®GABLE ENDS 1. NOPACE DIAGONAL BRACING AT MAX. 20 O.C.
FIRST 48" BACK
ALONG DEPTH OF BUILDING
2. SEE PLAN FOR BRACE LOCATION X
2x4 AT
24" O.C.
ROOF FRAMING PLAN
SCALE 3/16 99
2 #5X6'
ADD'L. CORNER
BARS
4 # 3 STIRRUPS
0 12' O.C. BALANCE
# 3 0 48° O.C. (U.O.N.)
WALL TIE BEAM
SEE PLAN
CORNER REINFORCING
EXIST.
B EAM
REMOVE EXIST. ROOF
IN AREA ENCLOSED
BY REMOVED WALLS
AND REPLACE WITH
NEW ROOF
CONCRETE BEAM SCHEDULE
MARK
GRAVITY
LOAD
SIZE
ELEV.
REINFORCING
STIRRUPS
B" X H"
BOT
TOP
4 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
Top
y (�
N
Q
RB1
8
X 12
8' -4"
2#
5
2#
5
#
3@
0
48
RB2
8
X 16
9' -4"
2#
6
2#
5
#
3@
TYPE 1
6
RB3
8
X 12
8' -4"
2#
5
2#
5
#
3@
Lr)
48
RB4
8
X 12
8' -0"
2#
5
2#
5
#
3®
48
RB5
8
X 12
NOTE 4
2#
5
2#
5
#
3@
48
NOTES:
1. FIELD VERIFY BEAM DEPTH WITH DOOR do WINDOW GEOMETRY
2. VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS
3. TOP OF EXISTING BEAM = 8' -4" FIELD VERIFY
4. TOP ELEVATION OF RB4 SLOPES TO ACCOMODATE ROOF SLOPE
( + 8' -4" H..P TO 8' -0" L.P. )
0
I
ADD I IONAL 4— 2x4 x 8'
BOT CHORD BRACES
2 P Y GIRDER
DESI N GIRDER WITH A
HOR ZONTAL LOAD OF
4.0 K FROM SHEATHING
PRO IC 2x10 BOTTOM CHORD
i�
GIRDER TRUSS REACTIONS
MARK
GRAVITY
LOAD
WIND
UPLIFT
sy
R1
2.4 K
1 2.0 K
TYPE 1
R2
4 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
Top
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c.
L% lA
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*' ►:
fm y
Q
n NO
0
L�T:mot
z
Q
W
J
'40,
�r
Ru =1.0 K
..
W
TYPE 1
vie LJ
..
° y
wo
Vd
i
�
��
� L
T:
Lr)
II
.7.
0
I
ADD I IONAL 4— 2x4 x 8'
BOT CHORD BRACES
2 P Y GIRDER
DESI N GIRDER WITH A
HOR ZONTAL LOAD OF
4.0 K FROM SHEATHING
PRO IC 2x10 BOTTOM CHORD
i�
GIRDER TRUSS REACTIONS
MARK
GRAVITY
LOAD
WIND
UPLIFT
CONNECTION
DEVICE
R1
2.4 K
1 2.0 K
TYPE 1
R2
4 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
BUILDING ROOF
WIND PRESSURES
ASCE7 -02 146 mph. EXPOSURE "C"
CATEGORY 2 l 1 IMPORTANCE FACTOR 1
ZONE.
PRESSURE
NET
UPLIFT
ZONE 1
45 PSF
38 PSF
ZONE 2
64 PSF
57 PSF
ROOF D.L. 25 psf LL 30 psf
COMBINED .ENQ"I -E G SCIENCES
CARL08- ENSE�N(�1�� �Er,�2566
CERTIFIC�TL OF. •��}��1�l�S J�A,T�ON No, 9108
1214 SW 12. CSJT.:: '" ��` •
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