05-875-0142
w/ 30"
REFER TO TIE
BEAM SCHEDULE
FOR CONTINUOUS
REINFORCEMENTS.
21YA n2 SOUTHERN YBJ.OWi PINE CROSS
BRAC79 1"B• BERS FASTENED TO TRUSSES
W/2 -16D NAIL, EACH END FL 444M AT BA CH
ENO OF BLDG. ARID AT 29-a O.G. SPACING
LOCATED AT RDGLINE AND AT 16-O' O.C.
• INTERVAL.
Q2EFER TO TRUSS+ NOTES AND
WUSS LAYOUT FOR LOC.ATkXNo
21YA CONI r LATERAL WOOD BRACING NAIII.ED
TO BOTTOM CHORD AT PANE. POINT OR
TM M Ca ACNO AND AS REQUIRED BY
11-115 LATB?AI- BRACING SHALL W RESTA"M
AT EACH END AND AT 2O-O' INTERVALS
AS PER F.B.G. 2"T712
TYPICAL X- BRACING
SCALE: N TS.
0124 NAILS EACH MEMBER
Z CONT. LATERAL WOOD BRAGINO NAILED
TO BOTTOM CHORD AT PANEL POINT OR
MAXIMUM 10-0' SPACING AND AS REOURED BY
TRUSS ENGINEER
. CONT. 2k4 WOOD LAT
BRACING
(aVELAP V 5PJC E) W
PLAN VIEW BRACING
DRILL
EPDXY
(TYF
EXIE
TIE COL
I
NFIII Tn
NEW CONC. COL.
SEE SCHEDULE
"5 DOWELS
AS SHOWN.
NEW
GRADE BEAM
P
VERT. REINFORCEMENT TO
BE CONTINUOUS FROM
TO TIE BEAM OF
UALL.
BARS INTO BOND
BOVE AND
LION WALL BELOW
2 "5
LV
uU" BL
HEAD SECTD7N 2
N.T.S.
Is
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C%V= cTTPJ
NOTE: ALL MASONRY WALLS JAMB SECTION 3
TO BE IN PLACE BEFORE N.T.S.
BEAMS AND COLUMNS ARE
POURED.
TYPICAL WINDOW OPENINCs DETAIL
VERT. REINFORCEMENT TO
BE CONTINUOUS FROM
FOOTER TO TIE BEAM OF
TOP OF WALL.
SEE
LINTEL
SCHEDULE
i
FILL CELL WITH GROUT
1 "'1
SECTION i
N.T.S.
VDAT I ON
L OR
ICRETE
k1" I
PROVIDE PRECAST, (OR AT CONTRACTOR'S OPTION
POURED IN PLACE), LINTELS OVER OPENINGS IN MASONRY
WALLS ACCORDM TO THE SCHEDULE, SHOWN ON SHEET
UNLESS OTHERWISE NOTED.
!CRETE SLAB,
PLAN FOR
SIFORC ING
1UOUS
TYPICAL tNfKENED EDGE DETAIL O
CONCRETE SLAB, SEE
PLAN FOR THICKNESS 1/8 " 5AW -CUT JOINT
AND REINFORCING FILL WITH JOINT
MATERIAL
X X X X X
N
Zlt
CONTINUOUS LATERAL BRACE O O TYPICAL DOOR OPENIHCs DETAIL CONTROL JOINT DETAIL (C.J.) O
REFER TO TIE
BEAM SCHEDULE
FOR CONTINUOUS
REINFORCEMENTS.
TWO 1"5 FILLED CELLS
tv TIE BEAM ELEVATION
CHANGE.
(TIPICAL BOTH
DETAIL
N.T.5
30 it oe
4 $5 CONT.
COL. REINF. SEE
COL. SCHEDULE
2 *5 CORNER BARS TOP 4 BOTT.
BEND 30" EA. WAY TYP. ,s
EA. CORNER OF BLDCx.
-rig BEAM ELEVATION cHANGE DETAIL � T°P. TIE BEAM CORNER DETAIL(
(1)# 5 IN 3000 PSI GROUT
FILLED CELL PROVIDE CLEANOUT
AT BOTTOM TO ENSURE PROPER
FILL. ADD WEEP HOLES AT 1/3
AND 2/3 OF SPAN HOOK REINF.
BAR 12" AT TOP AND BOTTOM
8" x 8" x 16" CONCRETE
MASONRY UNITS W/ TYPE "M" MORTAR
4" CONCRETE SLAB W/ 6x6 #10 /10
WELDED WIRE MESH ON CLEAN
COMPACTED ALL
VAPOR BARRIER
WALL FOOTING
(REFER TO FOOTING SCHEDULE)
9 CsAUGE OUR-O -WALL HORIZONTAL
REINFORCEMENT EVERY OTHER COURSE
N.T.S.
.T.S.
V x 16' CONCRETE
NRY UNITS
all x8 "x16"
MASONRY Ur
PROVIDE 1/8"
SPACING AT
PANEL EDGES
4'x W COX PLYWOOD
SHEATHING MR ?5/32" THICK
MAX SPAN 24"
PROVIDE 2'x4' BLOCKING
48' BACK OF GABLE END PLYWOOD
SEAMS. NAIL SEAM w/ 10d
NAILS A 4'o.c. EA SIDE OF SEAM
(WHEN A IPLICA5LE)
STUCCO FASCIA SEE
TYPICAL WALL SECTION
11I6" SPACE AT PANEL ENDS
PREFABRICATED WOOD TRUSSES
24' ON CENTER SEE ROOF PLAN
LATERAL BRACMG SEE DETAIL 4
CN THIS 61-EET AND LOCATION ON 6-1
F6dNALS AT 6 "os AT PANEL EDGE
AND INTEAIhEDIEN SUPPORT
4'oL. a GABLE ENDS
FIRST 48' BACK
9 GAUGE DUR -O -WALL HORIZONTAL
a>- 1 *11-n»r- CirtC *It EVERY OTHER COURSE
5/8" PLYWOOD SHEATHING -
W /BdNAILS ATb "O.C.
AT ALL POINTS OF SUPPORT
SEE ARCH. DWG .
FOR FASCIA AND
SOFFIT DETAILS
TB -1
ROOF TRUSS
SEE PLAN
CONNECTOR
SEE ROOF PLAN
WALL REINFORCEMENT
WITH STD. HOOK AT TOP
d
TYP. GROUT FILLED MA50NR7 CELL DETAIL
11 TYPICAL DUR-0 .W,4ALL La-) CORNER DETAIL 1� 'TYPICAL DUR-0 WALL DETAIL
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DRAWN BY
JULIO G SILVA
CHECKED BY
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aa�� JOB No.
6005 °000.9
PAGES-
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