07-16R-001a
SECTION
SCALE: 1 1/2" = 1'-0"
SCHEDULE
ixi l/4
TOP OF CONC.
I L 11 F--
BEA
I
TWO PLY TRUSS
(MAX. UPLIFT = 5,800#)
MARK DESCRIPTION MARK DESCRIPTION
I ANGLE 3"X3"X1/4" W/EXTENDED LEG (Fy=3(o ksi) SEE DWG 5 5/5" DIAM. HILTI KUJIK BOLT II (CARDON STEEL) 2 REa'D.
2 STEEL PLATE 9-3/4"X4"X1/4" (Fy = 3& ksi) (o PREFABRICATED TWO OR THREE PLY TRUSS
3 STEEL PLATE 11 1/4"X4"X3/8" (Fy=3(o ksi) -1 � MIN. 5/0" EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REal 1TS
4 ONE (1) 5/&" DIAM, THRU BOLT FOR TWO PLY TRUSS 8 MIN. S"X12" CONCRETE TIE BEAM (1 = 3,000 psi MIN.)
ONE (1) 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS 9 CONCRETE MASONRY BLOCK
TYPICAL GIRDER TRUSS ANCHOR DETAILS - SDL-2
UL APPROVED FIBERGLASS
SHINGLES ON 300 FELT
TINCAPPED ON 5/8" CDX PLYWOOD NAILED
TO TRUSSES W/8d 40 Co" O.G. '11) PANEL EDGES
t INTERMEDIATE 5UPPORT5, 1001 v 4" O.G.
Q GABLE ENDS
TOP OF ROOF BEAM
I\
-� 3' x 3" (2& GA)
GALV. DRIP ON
P.T. I"X2" NAILER ON O.H.
2"XV FASCIA BD.
1/2" EXT. GRADE
PLWD. 50FIT W/6" X 16"
SCREENED NT 9 4"-0" O.G.
STUCCO O ErAL
LATH ON 15"
5/8' PLYWOOD
ON 6 " STUD"
TOP OF STEEL BM. EXIST, ROOF
4xro WD. BM.--'
( TYPJ
4" STEEL COLUMN —
BEYOND TO BE WELD
TO TOP E BOTTOM OF
3" 0 STEEL JACK
s 5'-0" O.C. (TYP.)
(BEFORE REMOVING
EXIST. CONC. BEAM)
(2) 2" x 12" P.T. WOOD BEAM
SIMPSON STRONG -TIE
TRU55 ANCHOR - MT520 (TYP.)
FASTEN STRAP W/ (14) 106 X 11/2 "
NOA " 02-0919.05
EXP: OCTOBER 13, 2007
1/2" GYP, BD. TAPED 4 JOINTED ON
I" X 2" PRESSURE TREATED FURRING
IV 2'-0" O.C. WITH R-5 INSULATION
NU-VUE INDUSTRIES, INC.
TRUSS ANCHOR - NVTP6H
FASTEN STRAP W/ (12) 106
NOA M 03-0224.10
EXP: MAY 22, 2005
W8x24 STEEL BEAM
1/2' GYP. BD. CLG. FINISH ON
11 X 3" FURRING 0 16" O.C.
10" BATT INSULATION (R-30)
FLOOR
MS-2
TYPICAL WALL SECTION
\, SCALE: 1 / 2" = 1 '-0"
PRE-FAB WD. TRUSSES Q 2'-0" O.C.
10" BATT INSULATION (R-30)
1/2" GYP, BD, CLG. FINISH ON
1' X 3" FURRI1 dG o 16 " O.C.
�� — — — — EXISTING BEAM —
W
CIA
kn
Z
1=
cN
X
W
PRE FAB. WD. TRUSSES
a 2'-0" O. C. MAX.
PIGGY BACK ON
EXIST. TRUSSES
FEX,15TING BEAM
2" 12' P.T. WD.
I I
L1
I � I
S-2
I X I I
I I
(2) 2 " 12 " P.T. WD.
EXISTING 5EAM
I
EXISTING G45LE ROOF
EXISTING G,45LE ROOF
"""""'CT STRAP TO MAIN TRUSS
BACK TRUSSES a 2'-0"
S11'�1PSON STRONG TIE - MTS30
W/ (14) 16d TO TRUSS
4 (14) 1(od x 11/2 " TO RAFTER
NOA * 02 - 0919.05
EXP: OCTOBER 13, 2001
r"
EXT.
A T T I C
. PL''I'WD.
S P A C E
TG.
� ;PIGGY BACK TRUSSES DETAIL
s-�N.T.S.
•'• • • flE v'Is1;1V s • • .1
ROOF LOADS ' ' '
AS PER 45CE 1-02
LIVE LOADS = 30 P.S.F. 06-1 1-2007 C.M. `
•
. . .. . . . • • • • .
DEAD LOADS :: : :
• ... • • •
ROOFING = 15 P.S.F.
TRUSS E DECK = 10 P.S.F. :•• ••: ;••••
MAXIMUM DEAD LOAD = 10 P.S.F. ; • ;
FIRST ... . •Y• . •YY • •••• •
CEILING t PLASTER e 7 P.S.F. VS UPL IFT -
EFF ROOF AREA a 21 SF
PAGE EXPOSURE C a 1.40
UPL IFT - --- - -
ZONE 1 32 X 1.4 = 45 P.S.F.
ZONE 2 38 X 1.4 = 53 P.S.F.
NET UPL IFT
ZONE 1 45 - 7 = 38 P.S.F.
ZONE 2 53 - '1 = 4� P.S.F.
TOTAL GRAVITY
G = 30 + 25 = 55 P.S.F
BEAM SCHEDULE
MARK
SIZE
S" X 12"
REINFORCING
ELEV. TOP -- -------
_BOT. TOP
+11'-0" (2) *54 (2) *50
REMARKS
03 STIRRUPS
EA. END
TB
(4) *3a 12" CORNER/
*3a 48" REMAINING
T5-1
(4) *3a 12" CORNER/
8 X 12
+9 -0 (2) *'50
(2) *50
I
VARIES (2) *5O
*3a 48" REMAINING
RB
S" X a"
(2) *5O
(4) *3a 12" CORNER/
*3a 48" REMAINING
ZONE 2
+10.5
-41
EXISTIN�C BEAM I — — — — — — ____ 717
__--__I 1RB1�T-I---FTI--�
I I I 1
. IRO TRUS (TWO P Y)
S-1 777',
U = 3,96
G= 4290''` I IP I I
fMPSON e"RONG-TIE - 'X" BRACING
RUSS ANC,, ';OR - MTS20 (TY ) a
45TEN STt,:AP W/ (14) 10d X 1112 20 -0 O.G. TYP.
11��T EACH SIDE nF TRUSS
EOXP:0 02TC�cJER 13 200�
A D NU-VUE IN'DUSTRIES, INC.
TRUSS ANC40R - NVHC43/2
W/ (10) 100 TO SEAM 4 I I I X
W/ (10) 10,.'1 TO TRUSS -� —� - --I- - - - - �- - - J---r - - - A
NOA * 05-051ro.01
EXP: JANI,lARY 01, 2009
� SIMPSON S:1'RONG-TIE I I �- 4: 12 I I p I I 4: 1_ 2PZONE
6� I m
W TRUSS ANCHOR MTS20 (TY .) _ _ _ _ w
CD FASTEN STR,4P W/ (14) 10d X /2 ¶
AT EACH SJDE OF TRUSS II I I :3
? OXP:*OCTCBER 13, 200T _ ZONE I 1 -I—� 1 kn
- _
+10.5 - -- - I - - +10.5 - I 1-m --4
-34.5 I I -34.5 l
X �—i- - - - - - - - - - -
cn
2 N
- - - -I - - '- - - I N JJ
7w7
_ * N I '
G - 4290 PRE_F.,45WOOD TRUSSES7�"2-oll O.C._
�IMPSON STRONG -TIE T —�
RJ-55 ANCHOR - MTS;o ( Y i.) +-
ASTEN 5-7
i AP W/ (14) 10d 1 12 ( I I Z l I
� T EACH SIDE OF TRUSS —� - 7 - - - - - - - - —�
NOA * 02-�?919.05
D NU-VUE INDUSTRIES, INC.
TRUSS ANCHOR - NVHC43/201 I I I N
W/ (10) 106 TO BEAM
W/ (10) 10d TO TRUSS
NOA * 05-051�.01 I I I I
EXP: JANI,IARY 01, 2009 USS (TWO P Y) _ _ _
4 STEEL COLUMN WELD
TT OP 4 BOT OF BEAM ( fi fi � � � �
I
EXISTING BEAM
RB
L I L L I
(2) 2 2 W
I I,
X
W
L--_EXISTING BEAM ---—J
Q I I I I I/A
XNTB-1I IIij
DOWEL *5 0 X 3'-0" LG.—'
DRILL roll MIN. INTO EXIST.
BM. t SET W/ EPDXY
GROUT (TYP.)
J-
ROOF FRAMING PLAN
NORTH SCALE : 1 /4" = 1 �-0
ZONE 2
ZONE 3
+15
-95.5
U = 3,96-1.2*
G = 4290*
GIRDER TRUSS ANCHOR
DETAIL "5DL-2"
(REFER DETAIL ON THIS SHEET)
U = 4(00*
G=550'*
NU-VUE INDUSTRIES, INC.
TRUSS ANCHOR - NVSTA 22 (tYP.)
FASTEN STRAP W/ (12) 106 TO TOP CHORD t
FASTEN SEAT W/ (6) 106 X 1.5" 20 ga TO BOT. O
NOA * 03-0224.10
EXP: MAY 22, 2008
ZONE 2
+10.5
-41
G = 4290*
GIRDER TRUSS ANCHOR
DETAIL "5DL-2"
(REFER DETAIL ON THIS SHEET)
ZONE 3
+15
�- ZONE 2 -95.5
+10.5
S-�
-41
NOTE: TRUSSES SHOP DRAWINGS REQUIRE TO BE APPROVED BY THE BLDG. DEPT.
+10.5
3
-41
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