07-685-030TRUSS TOP
CHORD
EXIST. CONCRETE /
TIE BEAM
USP HOP 2X
WITH 8- 1/4" dia x 3"
TAP CON SCREWS
TYPE 2 ROOF TRUSS ANCHORAGE TO EXISTING WALL
RO(
SEE
JSS ANCHOR STRAP
P MODEL HLPTA75 WITH
-10d NAILS
D 2 -1Od AT SEAT PLATE
, ONCRETE BEAM
5EE PLAN
8" CMU WALL
WHEN APPICABLE
TYPE 1 ROOF TRUSS ANCHORAGE
PLX1/4" 4X1/4" 10" WOOD GIRDER TRUSS
PLATE
3/16"
�E R
103x3x 1/4" PROVIDE 2x6 EXTENDED BOTTOM CHORD
LEG
CONC. '
tD BEAM CONC. BM.
Q3x3x 1/4--z//
/4" M GIRDER SEE PLAN
WITH EXTENDED TRUSS 2- a 4X3 X 3/16 "X 12"
LEG WITH 2 - 3/4" THRU
5/8" X 6" HILTI 5/8" X 6" HILTI BOLTS & 1- 5/8" X 6" A.B.
KWIK BOLT II KWIK BOLT II EACH ANGLE
* FIELD DETERMINE LENGTH
BASED ON TRUSS GEOMETRY
SECTION OF ELEVATION OF
GIRDER TRUSS GIRDER TRUSS
ANCHOR STRAP ANCHOR STRAP
GIRDER ANCHOR TYPE 1
SECTION OF
GIRDER TRUSS
ANCHOR STRAP
GIRDER ANCHOR TYPE 2
6" WEDGE NAILED TO TRUSS
W/ (2) 8D TOE NAILS OR BEVEL
CUT BOTTOM CHORD OF FILLER
NEW 5/8 PLYWOOD TRUSSES. DESIGN GIRDER WI1
WITH 8d NAILS FILLER TRUSSES 0 24" O.C. HORIZONTAL LOAD
0 6 �� O.C. TYP. BY TRUSS MANUFACTURER 4.0 K FROM SHEA
VALLEY JACKS CONNECT NOTE TOP ELEVATION OF EXISTING SHEAT
TO TRUSS WITH USP
LFTA6 WITH 4 - 1 O NAILS SHALL MATCH TOP ELEVATION OF NEW SI
PER MEMBER FIELD COORDINATE TOP ELEVATION OF NE
BEAM AS REQUIRED TO DEVELOPE A FLU.
SHEATHING CONNECTION
\— EXISTING
ROOF TRUSS.
CONNECTION: NEW VALLEY JACKS TO
EXISTING ROOF TRUSS SYSTEM
NEW CONCRETE INFILL
TO TOP OF NEW RB1-
EXISTING SHEATHING
EXISTING JOIST
EXISTING
BEAM -
EXISTING WALL
10d NAILS 0 4"
8°
NEW SHEATHING. CUT
EXISTING AS READ.
A SECTION
SCALE: 3/4" = 1' -0"
2x4 X 8' TOP CHORD
8" PLYWOOD HORIZONTAL BRACE LAP
5/8- 2' NAIL TO TRUSS CHORD
WITH 2- 10d NAILS
45°
NEW TIE BEAM RB1
NEW BOUBLE GIRDER
3/4" x 8" A.B. 0 16"
EMBED 4" INTO EXISTING
WALL TIE BEAM
EXI STI N
BEAM
EXISTING W
NOTE: FABRICATOR OF ROOF TRUSSES SHALL
BE RESPONSIBLE FOR INSURING THAT
THE TRUSS LAYOUT IS IN ACCORDANCE WITH
THE ROOF GFnMFTRY SFT RY ARCHITFrT
D 2x4 CONTINUOUS BRACE AT
onT r%LA ninon i AD 0' uui
DSECTIO CONNECTION NEW WALL TO EXISTING
SCALE: 3/4" = 1' -0"
PRO%A DGE 118"
PZELN EDGES
4' x 8' COX PLYWOOD.
SHEATHING MIIi, 19%32" THICK
ROOF TRUSS MAX. SPAN 24
2x4 DIAGONAL BRACES _� 2x4 CONT. BOT CHORD
WITH 2- 16d NAILS HORIZONTAL BRACE LAP
AT HORIZONTAL BRACE 2' NAIL TO TRUSS CHORD
WITH 2- 16 NAILS
CEILING HIGH HATS
DIAGONAL BRACING ALONG BUILDING DEPTH
NOTES:
1. SPACE DIAGONAL BRACING AT MAX. 20' O.C.
ALONG DEPTH OF BUILDING
2. SEE PLAN FOR BRACE LOCATION X
WOOD FASCIA SEE ARCH'L —/
W/ 2 -16d NAILS 0 EACH TRUSS 7`
1/16" SPACE AT PANEL ENDS
PLYWOOD NAILING PLAN
PREFABRICATED WOOD TRUSSES
24 ON CENTER SEE ROOF PLAN
� LATER IS SRHAEI C G SEE DETAIL
ON TH.
8d NAILS AT 6 "o.c. AT PANEL EDGE
AND INTERMEDIATE SUPPORT
4 "o.c. 0 GABLE ENDS
FIRST 48" BACK
FOR FRONT FRAMING
2 # 5X 6'
ADD'L CORNER
BARS
4 13 STIRRUPS
0 12" O.C. BALANCE
# 3 0 48" O.C. (U.O.N.)
WALL TIE BEAM
SEE PLAN
CORNER REINFORCING
CONCRETE BEAM SCHEDULE
MARK
GRAVITY
LOAD
SIZE
ELEV.
REINFORCING
STIRRUPS
B. X H"
BOT
TOP
2 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
to
_ t9
ml�
cr3O
CL/
W
Q
Q
Ln m
u
w
w
RB1
8X
O
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12
8' -4"
2 #5
�DLN
2
#5
#3048
L.L
m<
RB2
8
X
18
8' -4"
2#
6
2#
5
#
3
0
6
RB3
8X
ry
OQ
12
8' -g"
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8X
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8'_4"
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SEE
ELEVATION "A" ON S3
WQ
W
RB6
8X
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NOTES:
1. FIELD VERIFY BEAM DEPTH WITH DOOR do WINDOW GEOMETRY
2. VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS
FH A
OF
THING
MARK
GRAVITY
LOAD
WIND
UPLIFT
CONNECTION
DEVICE
R1
2.4K
2.0K
TYPE
R2
2 .0 K HORIZONTAL
FROM SHEATHING
TYPE 2
to
_ t9
BUILDING ROOF
WIND PRESSURES
ASCE7 -02 146 mph. EXPOSURE "C"
CATEGORY 2 Kd= 1 IMPORTANCE FACTOR 1
ZONE.
PRESSURE
NET
UPLIFT
ZONE 1
45 PSF
37 PSF
ZONE 2
64 PSF
57 PSF
ROOF D.L. 25 psf LL 30 psf
COMBINED ENGINEERING SCIENCES ;
CARLOS ENSENAT, PE 32566
CERTIFICATE OF AUTHORIZATION • .Nd j,'9f 0&"' c1214 SW 12 CT. •'�.' ",'
MIAMI, FL. 33135
( 305) 856 -6345 .
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