05-1487-01310 d NAILS * 4' O.G. - TYP EDGE CONDITION-
4-FLY BUILT -UP ROOFING SYSTEM ON �LtES
o 3/4' PLYWOOD SHEATHING OVER
FLAT WD. TRUSSES �{ O_G_ TYPICAL
T. OF TRUSS
SEE PLAN
5' BEARING OVER
EXTERIOR WALL TYP.
10d NAILS +4'O.C.
(2-) PGItS dP 3/4' PLYWD. DECK -
PREFAB WOOD TRUSSES. SEE/ �--
PLAN FOR DEPTH 4 SPACING
PROVIDE 2X4 P.T. WOOD
BLOCKING BOLTED TO CONC.
W /9' A.B. 2 32' O.C.. BETWEEN
TRUSSES W/ (2) 1/4' TAPCON
ANCHORS NAIL DECK; TO
BLOCKING AS INDICATED IN
PLAN
TYPICAL TRUSS BEARING
3/4 " =1' -0"
3' -6' HIGH MTL. HANDRAIL
W /HORIZ. RODS SPACED
TO REJECT A 4" SPHERE AT ALL
LOCATIONS--,
,
® �a
� CONCRETE BALCONY
IV.1.J.
8' CMU TYP
DTC CONNECTOR `
N.T.S.
BEAM SCHEDULE
REINFORCEMENT STIRRUPS
BOT TOP SIZE SPACING
25 2'5 03 +6'
205 2+5 (4)03 +12' O.G.
BAL *4a'
W /4d NAILS TO SEAT
T5-1
2E3 -1
2B -2
28-3
2B -4
28 -5
215-Ei
-9d NAILS TO TRU55
12'
12'
12'
12'
12'
12'
215'
TOP OF TB
205
205
2"o
206
206
SEE PLAN
+12' O.C.
+48'
WRAP END OF TRIU56
U = -01k
IN BLDG. PAPEf?
POUR CONCRETE
6-2
AROUND TRUSS ENDS.
FCONC.
+46
BEAM HOLD
04,
AT TRUSS
USE USP DTC
BEARING ELEV
28 -1
END JACKS
2"4 MID DEPTH
EACHFACE
P = 0.5k I /
1 DTC TYP, FOR
END JACKS
LATERAL BRACING (SEE
NOTE)
MARK SIZE
W T
RE3 -I �5' 16'
TR E+" 12'
N.T.S.
BEAM SCHEDULE
REINFORCEMENT STIRRUPS
BOT TOP SIZE SPACING
25 2'5 03 +6'
205 2+5 (4)03 +12' O.G.
BAL *4a'
COMMENTS
PROVIDE B LINTEL R
AS ALTERNATE
w CORNERS
T5-1
2E3 -1
2B -2
28-3
2B -4
28 -5
215-Ei
b'
8'
a'
a'
6.
8'
10'
12'
12'
12'
12'
12'
12'
215'
25
205
2,5
206
2%
2%
205
205
2"o
206
206
(4) 03
SAL
03
03
03
+12' O.C.
+48'
+ CORNERS
U = -01k
6-2
+4'
+46
04,
*5 12" TOP
4 '5 INTERVAL /N 7a)e �4
28 -1
8'
14'
2" I
201
.3
+5,
033 (L -I) 033 (L -1) COLUMN 033 (L -2)
CANTILEVE 'L' UJWCHEVE l Gt�ATER
CANTILEVER TOP MARS ICHEVER 15 G ATER
CONTI IU05 Top BA E' MARS LEFT OR RIGHT STD. SW WOOKS
C' BARS
BOTTOM M++;RS Z .
EMBED 12 DAR DIAM. CONTINUOUS 'I' CSARS
CANTILEVER 'L' - (.' MIN . L - I , EMBED 12 BAR DIAM_
6' MIN.
NOTE: CONC. BE,4M D I,4CxR,4M
WHERE NECES5ARY CONT_ TOP 13AR5
SHALL BE LAPPED 4E BAR DIAM. IN
MIDDLE 1/3 OF SPAN
5 CONCRETE BEAM DIAGRAM
N.T.S.
P= 1.9k
NU -VUE NVHTA
CONC. BALCONY SLAB
TO CONSIS OF 6' SLAB
POURED MONOLITHIC W/
BEAM
'117 F
P= O.Sk
u = -0.-1k
USE LISP DTC
P= 0Sk
U-==
-0.4k
i DTC TYP. FOR
END JACKS
P= 23k.
U = -Irok
NU -VUE NVHTA
2
S -4 ,
W L�40
pw� - — --wa x
=-A��
%kl BEAM
f //t n Z _ -
- - -- _T1 -- --I - -- (Cl COLUMN r
BELOW
I I
P= 1. 3/8 P.T. U, LEDG
9k ASONRY �3EARI I I
U = -1.4k AL BEL W W/ 3/4' BOLTS � 2
I --
1
NU- VUE- NVHT,4 ' I I - - - 4' X 4' WD. 2' X &'W,
I ( POST _ _ BEARING
I
P =1 550k `�
U = I450
Dtd
w
1! Q I
W
z +J�
,I
X. W
2 I
ND JACKS U �
a.
_ EN J� � V < � �
- -__W __� < Q Z
GIRDER TRUS Q ` Q N N IL
o (� J m0 0
"%'00 %wO o
W �� J
W P= 9.9k NQW X }
v _ =fROC)F N w z
DTC
LATERAL BRACING
_ (SEE NOTE)- �--, >r
r ;
\ 28 -3 CAN I EVER G °.
2B -4
WOOD OLUMN BELO„'y#
—L INTEL q GT "3 PROVIDE (2) F.C. 0 r�ED=UA" J. CANTO ..E. srinC,uRAt E "NEER .c � "A45
TYP. GIRDER SUPPORT e,l . w . "=- --
D
1 I �
c� w
x w H-0
z�
Xm�
mew
IL
mov II
I II
18" FLAT FLOOR TkUS
QIro' OC.
4'X4' STEEL S.I.L. =80
XUMN BELOW
- _ 2' -x 6' WOOD - -
BEARING WALL
BELOW. TYP.
P �T - P _ _
= 1.9k K I I � � -
U = -1.4k U
USP NFM 3U O4 (y 0 4 C — - - - BW -4 _
COL MN C
4u p BEl! OW (I / I T-5 4' x 4' x 1/4' ST EL
P= 0.9k 'LY /+ 9 °' 2B -1 COLUMN BELOW - -
U WOO
USP NFM 3U - - I O L INTE W
LATERAL , Ll \_4 X 4" TEEL C4
BRACING 3 C LUMNBEL W
(SEE NOTE) f)�U xxx
1L I , ca
USP DTC LL - -
147
(� CI GOLU N V
BEL W a r
B 5-1 FLOW � , .� ! � �/ .._ ` y
C4
N Ate el q/
P= 0.4k P= 0_ro G I (,� •1 `�.
i' -6• 5,-
U=-0.4k
U=-0.5k C 1 I 2
G3 COLUMN SIMPSON LU5 2� �4R !Z'0 -� • - - .._ _ � �' - � _
BELOW
USP DTC - - - S 2
C3 COLU CONC_ BALCONY SLAB
BELOW F'= 2.Ok P= 13k TO CONSIST OF ro' SLAB y '� 3
U = -15>; POURED MONOLITHIC W/ i
U= -I.rdk P= 1.6k 5_2
U = - @.Sk BEAM
NU-WE-NVHTA USP -DTC
SIMPSON NUS 2h
UJO SECOND FLOOD FRAMING
C7D �I"�'�4DI =S 1
I. ALL STRUCTURAL WOOD SHALL BE AIR - DRIED, WELL - SEASONED 1/4 " =1' -0"
GRADE MARKED AT MILL WITH MAXIMUM MOISTURE CONTENT OF 19
PERCENT AND SHALL BE SOUTHERN PINE NO, 1 GRADE OR BETTER LINTEL SCHEDULE
WITH THE FOLLOWING MINIMUM PROPERTIES: (FOR OPTION I ONLY)
ALLOWABLE FLEXURAL STRESS -- ....�._ _ -...._ _.- ..1350 PSI
ALLOWABLE SHEAR STRESS ...... "�" _.� _gm Pal MARK LENGHT MODEL MANUF. N.O.A. SAFE GRAVITY
MODULUS OF ELASTICITY - ._ _. ._._. -._ µ-
1,4mmmmm Fell LOADS P. 1ENOTES
LINTEL SCHEDULE L -I 2' -0' TO 4' -m' 8 U5 CA5TCRETE 01- 0209.03 2,029 P.LF. U. DENOTES
L -2 4' -0' TO 5' -4' 8 F8 -IB CASTCRETE of_ 0209,03 1,6ro5 F',L.,i =.
OPTION 1: LINTELS TO BE PRECAST CONC. LINTELS BY CAST-CRETE, SEE SPAN
TABLE AND ATTACHED PRODUCT APPROVAL INFORMATION,
L -3 5' -4' TO -f' -6' 8 F12-1B CASTCRETE 01- 0209.ID3 1,615 LBS
OPTION 2: LINTELS TO BE MIN. 8'X12' GONG. LINTELS OR DROPPED BEAMS WITH 4 FOR OPENINGS LARGER THAN 7' -6', SEE BEAM SCHEDULE
CONTINUOUS 05 BARS AND STIRRUPS * 12' O.C.
P= >a.9k
04 v 12' BOTT.
4
U = -01k
6-2
USP DTC
*5 12" TOP
I
e
2 "4 r-
I;
I
T4B
(EDGE)
FLOW
o
12�-&
'
BELOIrIJ�'
fi
18' 1 =L
FLOOR TRUSSE
w w
RO
'
X16'
C.
0 SF,
3/S P.t, lUD L GER
W/ 3/4' BOL 'R 24'
5 -4
P= O.Sk
u = -0.-1k
USE LISP DTC
P= 0Sk
U-==
-0.4k
i DTC TYP. FOR
END JACKS
P= 23k.
U = -Irok
NU -VUE NVHTA
2
S -4 ,
W L�40
pw� - — --wa x
=-A��
%kl BEAM
f //t n Z _ -
- - -- _T1 -- --I - -- (Cl COLUMN r
BELOW
I I
P= 1. 3/8 P.T. U, LEDG
9k ASONRY �3EARI I I
U = -1.4k AL BEL W W/ 3/4' BOLTS � 2
I --
1
NU- VUE- NVHT,4 ' I I - - - 4' X 4' WD. 2' X &'W,
I ( POST _ _ BEARING
I
P =1 550k `�
U = I450
Dtd
w
1! Q I
W
z +J�
,I
X. W
2 I
ND JACKS U �
a.
_ EN J� � V < � �
- -__W __� < Q Z
GIRDER TRUS Q ` Q N N IL
o (� J m0 0
"%'00 %wO o
W �� J
W P= 9.9k NQW X }
v _ =fROC)F N w z
DTC
LATERAL BRACING
_ (SEE NOTE)- �--, >r
r ;
\ 28 -3 CAN I EVER G °.
2B -4
WOOD OLUMN BELO„'y#
—L INTEL q GT "3 PROVIDE (2) F.C. 0 r�ED=UA" J. CANTO ..E. srinC,uRAt E "NEER .c � "A45
TYP. GIRDER SUPPORT e,l . w . "=- --
D
1 I �
c� w
x w H-0
z�
Xm�
mew
IL
mov II
I II
18" FLAT FLOOR TkUS
QIro' OC.
4'X4' STEEL S.I.L. =80
XUMN BELOW
- _ 2' -x 6' WOOD - -
BEARING WALL
BELOW. TYP.
P �T - P _ _
= 1.9k K I I � � -
U = -1.4k U
USP NFM 3U O4 (y 0 4 C — - - - BW -4 _
COL MN C
4u p BEl! OW (I / I T-5 4' x 4' x 1/4' ST EL
P= 0.9k 'LY /+ 9 °' 2B -1 COLUMN BELOW - -
U WOO
USP NFM 3U - - I O L INTE W
LATERAL , Ll \_4 X 4" TEEL C4
BRACING 3 C LUMNBEL W
(SEE NOTE) f)�U xxx
1L I , ca
USP DTC LL - -
147
(� CI GOLU N V
BEL W a r
B 5-1 FLOW � , .� ! � �/ .._ ` y
C4
N Ate el q/
P= 0.4k P= 0_ro G I (,� •1 `�.
i' -6• 5,-
U=-0.4k
U=-0.5k C 1 I 2
G3 COLUMN SIMPSON LU5 2� �4R !Z'0 -� • - - .._ _ � �' - � _
BELOW
USP DTC - - - S 2
C3 COLU CONC_ BALCONY SLAB
BELOW F'= 2.Ok P= 13k TO CONSIST OF ro' SLAB y '� 3
U = -15>; POURED MONOLITHIC W/ i
U= -I.rdk P= 1.6k 5_2
U = - @.Sk BEAM
NU-WE-NVHTA USP -DTC
SIMPSON NUS 2h
UJO SECOND FLOOD FRAMING
C7D �I"�'�4DI =S 1
I. ALL STRUCTURAL WOOD SHALL BE AIR - DRIED, WELL - SEASONED 1/4 " =1' -0"
GRADE MARKED AT MILL WITH MAXIMUM MOISTURE CONTENT OF 19
PERCENT AND SHALL BE SOUTHERN PINE NO, 1 GRADE OR BETTER LINTEL SCHEDULE
WITH THE FOLLOWING MINIMUM PROPERTIES: (FOR OPTION I ONLY)
ALLOWABLE FLEXURAL STRESS -- ....�._ _ -...._ _.- ..1350 PSI
ALLOWABLE SHEAR STRESS ...... "�" _.� _gm Pal MARK LENGHT MODEL MANUF. N.O.A. SAFE GRAVITY
MODULUS OF ELASTICITY - ._ _. ._._. -._ µ-
1,4mmmmm Fell LOADS P. 1ENOTES
LINTEL SCHEDULE L -I 2' -0' TO 4' -m' 8 U5 CA5TCRETE 01- 0209.03 2,029 P.LF. U. DENOTES
L -2 4' -0' TO 5' -4' 8 F8 -IB CASTCRETE of_ 0209,03 1,6ro5 F',L.,i =.
OPTION 1: LINTELS TO BE PRECAST CONC. LINTELS BY CAST-CRETE, SEE SPAN
TABLE AND ATTACHED PRODUCT APPROVAL INFORMATION,
L -3 5' -4' TO -f' -6' 8 F12-1B CASTCRETE 01- 0209.ID3 1,615 LBS
OPTION 2: LINTELS TO BE MIN. 8'X12' GONG. LINTELS OR DROPPED BEAMS WITH 4 FOR OPENINGS LARGER THAN 7' -6', SEE BEAM SCHEDULE
CONTINUOUS 05 BARS AND STIRRUPS * 12' O.C.