07-16-009SECTION
SCALE: 1 1/2" = 1'-0"
TWO PLY TRUSS
(MAX. UPLIFT = 5,8004)
ONC.
SCHEDULE
DESCRIPTION MARK DESCRIPTION MARK - --- ---- - - -_ __
I ANGLE 3"X3"XI/4" W/EXTENDED LEG (Fy=3ro ksi) SEE DUJG 5 5/8' DIAM. NILTI <Wll K BOLT Il ICARDON STEEL) 2 REQ'D.
2 STEEL PLATE 9-3/4"X4"X1/4" (Fy = 3ro ks1) � PREFABRICATED TWO OR TI-41REE PLY TRUSS
�3 STEEL PLATE 11 1/4"X4"X3/8" (Fy=3C ksi) I MIN. 5/8' EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REat175]
�4 ONE (1) 5/8" DIAM. TNRU BOLT FOR TWO PLY TRUSS 8 MIN. 8"X12" CONCRETE TIE BEAM 11 = 3,000 psi M NJ
ONE (1) 3/4" DIAM. TNRU BOLT FOR T1-+REE PLY TRUSS 9 CONCRETE MASONRY BLOCK
TYPICAL GIRDER TRUSS ANCHOR DETAILS — SDL-2
UL APPROVED FIBERGLASS
5HiNGLES ON 300 FELT 12
TiNCAPPED ON 5/8" GDX PLYWOOD NAILED 2
TO TRUSSES W/Sd a 6' O.C. a PANEL EDGES
INTERMEDIATE SUPPORTS, IOd a 4" O.C.
a GABLE ENDS
TOP OF ROOF BEAM
3' x 3' C2(o GA) I "
1/2' EXT. GRADE
PLUD. SOFIT lU/ro" X 10'
' SCREENED NT a 4"-m' O.G.
CN
STUCCO ON�ETAL
LATH ON 13
5/8' PLYWOOD
ON &" STUD "— EE
TOP OF STEEL BM. EXIST. ROOF
GALv. DRIP ON - /1�1
�
P.T. 1"X2' NAILER ON
2'X8' FASCIA BD.
4x6 WC). 511.1
(TYP_)
4" STEEL COLUMN
BEYOND TO BE MELD
TO TOP 4 BOTTOM OF
3" 0 STEEL JACK
(BEFORE REMOVING
EXIST. CONC. BEAM)
(
2) 2" x 12" P.T. wooD BEAM
SIMPSON STRONG -TIE
TRUSS ANCHOR - MT520 (TYP.)
FASTEN STRAP lU/ (14) 10d X 11i2'
NOA 11 02-0919.06
EXP: OGTOBER 13, Zm,a1
I/2' GYP. BD. TAPED 4 JOINTED ON
I' x 2" PRESSURE TREATED FURRING
a 2'-0' O.G. WITH R-5 INSULATION
NU-vUE INDUSTRIES, !NC.
TRUSS ANCHOR - NVTP6N (tYP.)
FASTEN STRAP UJ/ (12) lmd
NOA 003-0224.10
EXP: MAY 22, Z,a08
UJSx24 STEEL BEAM
I/2' G'fP, BD. CLG. FINISH ON
1' X 3" FURRING a 16' O.G.
10' BATT INSULATION (R-30)
FLOOR
SECTION
S-2,/
-� --�
2 TYPICAL WALL
SCALE: 1 /2" = 1'-0"
PRE-FAB IUD. TRUSSES 0 2'-0' O.G.
10" BATT INSULATION (R-30) �
4
W
1/2" GYP, BD. GLG. FINISH ON �
1' X 3" FURRING a 16' O.C.
N
X
PRE FAB. WE), TRUSSES w
a 2' - 0" O. G. MAX.
PIGGY BACK ON
EXIST. TRUSSES
EXISTING BEAM
i
�) 2' 2 " P.T. UJD.
I I
I �
f�" I
I � I �-2
I (X I I
N
I I
2) 2 ° /-2 " P.T. UJD.
LEX15TIN63 BEAM
4
In
fIl
L
X
w
I
" "'-GT STRAP TO MAIN TRUSS
BACK TRUSSES a 2'-0"
SIMPSON STRONG TIE - MT630
W1 (14) 16d TO TRUSS
4 (14) Irad x 11/2" TO RAFTER
NOA 11 02-091g.05
EXP: OCTOBER 13, 2001ILA
EXT.
A T T I C
PLYI.UD. �
S P A C E
TG.
j� PIGGY BACK TRUSSES DETAIL
S-2 N.T.S.
ROOF LOADS
AS PER ASGE 1-02
LIVE LOADS = 30 P.S.F.
DEAD LOADS
ROOFING = 15 P.S.F.
TRUSS $ DECK = 10 P.S.F.
MAXIMUM DEAD LOAD = 10 P.S.F.
CEILING 8 PLASTER e i P.S.F. YS UPLIFT
EFF ROOF AREA e 21 SF
EXPOSURE C e 1.40
UPL iFT
ZONE 1 32 x 1.4 = 45 P.B.F.
ZONE 2 38 X 1.4 = 53 P.B.F.
NET UPLIFT
ZONE 1 45 - 1 = 38 P.B.F.
ZONE 2 53 - � = 46 P.S.F.
TOTAL GRAVITY
G = 30 + 25 = 55 P.S.F
BEAM SCHEDULE
-F_
MARK SIZE
ELEV. TOP; REINFORCING I
BOY. TOP �
#3 STIRRUPS
EA. END
REMARKB I,
TB
8" X 12'
+11'-0" (2) #5o (2) #5O
(4) �'3a 12" CORNER/ ,
#3� 48" REMAINING I
TB-1
8" X 12"
+9'-0' (2) 050 (2) �50
(4) �3e 12' CORNER/
#3� 48" REMAINING
RB
8" X 8"
VARIES
l2> �'30 (2) l5o
i
; (4) *'30 12" CORNER/
�'3a 48" REMAININGFr__T
ZONE 2
+? 0.5
-41
—EXISTING BEAM EXISTING BEAM — - — - — — RB F-T
� - _ _�_�D;EI� TRUE CTI.t�O�P�Y)�-�_�_�_
EXISTING G BLE ROOF G = 429!0" � �� - —I _ _ _ -Imo'-
�IMPSON STRONG -TIE I I I , I -1 X" BRAefNC�
Russ A'! �cl-ICR MT820 STY ) 2,a' o' O.G. TYP.
,45TEN SiTRAP UJ/ (14) 10d X 1!!2" _ 1 _ I �-
i�T EACH SIDE of TRUSS -
OA � 02-0919.05 � — -
EXP• oertOBER 3 20® /
A p NU-VUE INDUSTRIES, INC. LL_� _ _ �1 ��
TRUSS ,aNCI-EOR - NVNC43/2
UJ/ (10) 1!Od TO BEAM 4 I I I ( X I [l/
UJ/ (10) 1!Od TO TRUSS - - - - - - 4-t-�'-
NOA � 05-0510.01 I L
EXP: JANUARY 01, 2009 ------
I
� �IMPSON STRONG -TIES ' 2 12 ' I 2 12
W TRUBS AT`�ICNOR - MT520 l TY J _ _ _ _
_ �-
�p ASTEN �iTRAP UJ/ (14) lOd X i
AT EACI-4 SIDE OF TRUSS Z.�I
w
'NOA # 02'-0919.05 ZONE I ZONE i-
� � r�XP: OG�TOBER 13, 2OOi +10.5 I � +10.5
� I
- 34.5 - 34.5
Z � 2 I I I QJ I cv I
w G = 429f0# PRE_ A�BT_UJDOD 1 USES � 2,-0 O.C. _ Qom_
�RU65 A1�IGHGRN� MT520 l Y .) TIF
�ABTEN BTRAP UJ/ (14) lOd 11/2 I p ( I I
"T EACN� SIDE OF TRUSS ��I--, � - �-i- -
NOA # 02' - 0919.05 � � 1
A N P: OC�TN BUSTRIE �ION'C.-
TRUSS ANCHOR - NYI-4C43/2 �
UJ/ (IO) 110d TO BEAM 4
UJ/ (10) 110d TO TRUSS -------
NOA # 05-051ro.01 I
EXP: J
NUARY 01, 2009 _ _ _i GIRDER TUSS (TWO P Y)
4'+ BTEEL COLUMN WELD �
TT �CP 4 BCJT. OF BEAM —I -J L
LEXISTi>`�1G BEAMI_LLI—
EXISTING Ll I
G BLE ROOF
(2) 2"�' �2' . UJI 7
ci
ZONE 3
+15
- 95.5
G = 4290#
GIRDER TRUSS ANCHOR
DETAIL "SDL-2"
(REFER DETAIL ON T�I?S SHEET)
U = 4ro0#
G = 550#
NU-YUE INDUSTRIES, INC.
TRUSS ANCHOR - NVSTA 22 (TYPJ
FASTEN STRAP uJ/ (I2) 10d TO TOP G�4011RD 4
FASTEN SEAT U)/ (o) IOd X 1.5" 20 da TO BOT.
NOA 1* 03-0224.10
EXP: MAY 22, 2008
ZONE
2
+? 0.5
-4l
U = 3 a8-1.2*
G = 4290#
GIRDER TRUSS ANCHOR
DETAIL "51)L-2"
(REFER DETAIL ON THIS S�4EET)
ZONE 3
+, 5
3 ZONE 2 -95.5
I I I , � I I ( , / j l �•
-41
X
_ _ _ I I I TB -I I NOTE . TRUSSES SHOP DRAWINGS REQUIRE TO BE APPROVED BY THE BLDG. DEPT
EXISTING BEAM .
! ! -
�,- � -,--- ! ZONE 2
DOWEL #5 (P X 3'-0" LG.-
DRILL ro' MIN. INTO EXIST.
BM. $SET UJ/ EPDXY
GROUT CTYPJ
NORTH
ROOF FRAMING PLAN
SCALE:
1 /4" = 1'-0"
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