05-1332-012THERN YELLOW
BRACING MEMBERS
D TRUSSES W/2 -trod
ENID
rRUSS NOTES AND TRUSS
LOCATION)
2 "x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
6' -0" SPACING AND AS REQUIRED BY TRUSS
MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
7�fICAL X =5 �f 0
SCALE: N.T.S.
(2) 16d NAILS EACH MEMBER
2"x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
6' -0" SPACING AND AS REQUIRED BY
TRUSS MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
24" o.c. \
(OVERLAP Q SPLIG S)
PLAN VIEW
7*�F LATE FAL
SCALE: N_T.S
Y
PRE - ENGINEERED WOOD TRUSS
ACE 5f=L I C
ap
2 - *5 CONT.
4" CONCRETE SLAB
REINF. W/ 6 "x6 "xW1.4xW1.4
W.W.M. OVER COMPACTED FILL
Y� . 44 .. .
TE 16
(REFER TO FOOTING SCHEDULE
FOR SIZE AND REINF)
4'x 8' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK
MAX. SPAN 24" ATTACHED
PER PLYWOOD NAILING DETAIL
PRE - ENGINEERED WOOD TRUSS
6 24" ac.
APPROVED STRAP
SEE ANCHOR LEDGEND
GONC TIE BEAM
SEE PLAN FOR SIZE
AND REINFORCEMENT.
8 "x8 "x16" (OR 8 "x12 "x16 ") GMU
UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINF.
EVERY OTHER COURSE
TOP OF T.B. r,
SEE SGHED.
2' -0"
»i VERTICAL REINF. BAR Q 32" oc
—TYP- PROVIDE GLEANOUT t WEEPHOLES
TO ENSURE PROPER FILL.
ALL SPLICES SHALL BE A MIN.
48 BAR DIAMETERS
TYPICAL F;�00F i�USS ANCNOF�
JDETAIL AT 5EXM (--4-
SCALE: N.T.S. S -=
VERIFY DIMENSION WITH
TRUSS MANUCTACTURER
" 0
r3 /a" PLATE
1
4" (TYP.)
7P OF
E BEAM.
SECTION
jjj�
I NA r TOP OF
TIE BEAM.
_ ip I in I
O O O O
cD CD BOTTOM OF
TIE BEAM.
3 1/4" 4 3/4"
9 1/4" 10 3/4"
TWO FLY TRUSS THREE FLT TRUSS
W/2 -3/4 DIAM. 5OLTS =4812
W/2 -3/4" DIAM. BOLT5=4872*
SF C I AL 5RAC;< T D E TA I L I I ED L – 2 I I
y•Gi C
SCHEDULE
MAW.
DESCRIPTION
I
ANGLE 3" x 3" x 1/4" W/ EXTENDED LEG CFy= 36KS1) SEE DUra.
2
STEEL PLATE :
FOR TWO TRUSSES : 9 -3/4" x 5" x 3/8" Fy= 36 KSI.
FOR THREE TRUSSES :11 -1/4" x 5" x 3/8" F4= 36 KSI.
3
ONE(I), 5/8" DIAM. THRU BOLT.
4
3/4" DIAM HILTI KWIK BOLT 11 (CARBON STEEL) 2 REQ'D
5
PREFABRICATED TWO OR THREE PLY TRUSS
6
19/32" EXTERIOR GRADE PLYWOOD
-1
CONCRETE BOND BEAM.
r-97
CONCRETE WALL.
(2) 16d NAILS EACH MEMBER
2"x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
6' -0" SPACING AND AS REQUIRED BY
TRUSS MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
24" o.c. \
(OVERLAP Q SPLIG S)
PLAN VIEW
7*�F LATE FAL
SCALE: N_T.S
Y
PRE - ENGINEERED WOOD TRUSS
ACE 5f=L I C
ap
2 - *5 CONT.
4" CONCRETE SLAB
REINF. W/ 6 "x6 "xW1.4xW1.4
W.W.M. OVER COMPACTED FILL
Y� . 44 .. .
TE 16
(REFER TO FOOTING SCHEDULE
FOR SIZE AND REINF)
4'x 8' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK
MAX. SPAN 24" ATTACHED
PER PLYWOOD NAILING DETAIL
PRE - ENGINEERED WOOD TRUSS
6 24" ac.
APPROVED STRAP
SEE ANCHOR LEDGEND
GONC TIE BEAM
SEE PLAN FOR SIZE
AND REINFORCEMENT.
8 "x8 "x16" (OR 8 "x12 "x16 ") GMU
UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINF.
EVERY OTHER COURSE
TOP OF T.B. r,
SEE SGHED.
2' -0"
»i VERTICAL REINF. BAR Q 32" oc
—TYP- PROVIDE GLEANOUT t WEEPHOLES
TO ENSURE PROPER FILL.
ALL SPLICES SHALL BE A MIN.
48 BAR DIAMETERS
TYPICAL F;�00F i�USS ANCNOF�
JDETAIL AT 5EXM (--4-
SCALE: N.T.S. S -=
VERIFY DIMENSION WITH
TRUSS MANUCTACTURER
" 0
r3 /a" PLATE
1
4" (TYP.)
7P OF
E BEAM.
SECTION
jjj�
I NA r TOP OF
TIE BEAM.
_ ip I in I
O O O O
cD CD BOTTOM OF
TIE BEAM.
3 1/4" 4 3/4"
9 1/4" 10 3/4"
TWO FLY TRUSS THREE FLT TRUSS
W/2 -3/4 DIAM. 5OLTS =4812
W/2 -3/4" DIAM. BOLT5=4872*
SF C I AL 5RAC;< T D E TA I L I I ED L – 2 I I
y•Gi C
C iV
C W
G
W
CrC Z+CU
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WWU
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GW
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rGGG IJ
TOP OF SLAB 6 11
• ELEV.= -1' -0"
SEE ARCH PLANS
SCALE: NT5 S -3
8 "or 12" x8 "x16" CONCRETE MASONRY
UNIT(SEE PLAN) W/ 9 GAUGE LADDER
TYPE HORIZONTAL REINFORCEMENT
EVERY OTHER COURSE
STARTER BAR.
ALL SPLICES SHALL BE A MIN.
48 BAR DIAMETERS
TOP OF SLAB
ELEV.= 0' -0"
EXIST GRADE
TOP OF FTG.
MIN 12" BELOW
x-,,,
k
VERTICAL REINF. BAR PER PL"`AN TYP.
PROVIDE CLEANOUT AND WEERHOLES
TO ENSURE PROPER FILL.
1/2" EXPANSION JOINT.
4" REINFORCED CONCRETE SLAB
WITH 6X6 - 1.4x1.4 WELDED WIRE MESH
OVER VAPOR BARRIER ON CLEAN
WELL COMPACTED r-ILLLM
• —x —x— -= x-L1.A
=1 11 =1 11 =1 I I--- 11 =1 I I�I 11 =1 I I -I
• I- III -I � I -I 11 =1 � � I I- III -I 11 =1 � 1-
III =1 I I -I I =1 I I -I 1 =1 11 =1 11 =1 I I- r
-III III - III -III -I I- _VAPOR BARRIER_ r
11 =1 I I - III - III -I 11 =1 -I 11 =1 i' +
I I I FI I I I I Li, l i
-- I I I COMPACTED FILL.
01 A
4 ,4
(REFER TO FOOTING SCHEDULE
FOR SIZE AND UJALL II II O�
SCALE: NTS S -3
ADD 205 REINFORCEMENT BARS �.•'
FOR EVERY 8" OF DROP
STIRRUPS (REFER TO TIE BEAM SCHEDULE)
a • •
DROP TIE BEAM Q WINDOW
DOOR OPENINGS
T�f= TIE BEAI"I p
SCALE: N.T.S.
11111.
i
/ \_ EXTEND DROP OF TIE BEAM
8" BEYOND SIZE OF OPENING
AT EACH END
OPENING FOR WINDOW, DOOR
OR PASSAGEWAY. SEE FLOOR
PLAN 4 ELEVATIONS
T Of=ENING�Src�
i
I