07-16-010-_-__. elf
,� g 3 /4' ,�
ONG,
SECTION TWO PLY TRUSS
SCALE: 1 1/2" = 1'-0" (MAX. UPLIFT = 5,800#)
! SCHEDULE
MARK�DESCRIPTION MARK DESCRIPTION
I ANGLE 3 x3 XI/4 W/EXTENDED LEG ksi) SEE DWG 5 5/8 DIAM, HILTI KWIK BOLT 11 (CARDON STEEL) 2 REQ''D,
2 STEEL PLATE 9-3/4"X4"Xl/4" (Fy = 3ro k81) PREFABRICATED TWO OR THREE PLY TRUSS
3 STEEL PLATE 11 1/4"X4"X3/8" (Fy=3C kaf) �I I MIN. 5/a" EXTERIOR GRADE PLY
WOOD. SEE PLAN FOR NAILING REQ'M75
4 ONE (1) 5/a" DIAM. THRU BOLT FOR TWO PLY TRUSS a MIN, 3"X12" CONCRETE TIE BEAM (1 = 3,000 psi MIN.)
[ONE (1) 3/4" DIAM. THRU E30LT FOR THREE PLY T11RIU55 —�'; 9 CONC�2ETE MASONRY BLOCK
TYPICAL GIRDER TRUSS ANCHOR DETAILS -- SDL-2
UL APPROVED RaERGLA55 2
SHINGLES ON 30* FELT
TiNCAPPED ON 5/a" GDX PLYWOOD NAILED 2
TO TRUSSES Wad a ro' O.G. a PANEL EDGES
t INTERMEDIATE SUPPORTS, 106 a 4" O.C.
a GABLE ENDS
TOP OF ROOF BEAM r r-
3' x 3" (2(o GA) H
GALV. DRIP ON
P.T. 1"X2' NAILER ON
2'X3' FASCIA BD.
1/2' EXT. GRADE
' PLIUD. SOFIT Wlro" X 16"
SCREENED VENT a 4'-0' O.C.
STUCCO ON METAL
LATH ON le,"'FELT
5/a' PLYWOOD
ON (o" STUD a W O.C.
TOP OF STEEL BM. EXIST. ROOF-
4" STEEL COLUMN
BEYOND TO BE WELDED
TO TOP d BOTTOM OF BEAM
2_
S-2
GIRDER TRUSS ANGHOR
DETAIL "SDL-2" WELD TO BEAM
(REFER�DETAIL ON THI5 SHEET)
,x24? S
I TEEL BEAM
NU-VU5 INDUSTRIES, INC.
TRUSS ANCHOR - NVTP6H (TYP.)
FASTEN STRAP W/ (12) 10d
NOA M 03-0224.10
EXP: MAY 22, 200a
1/2' GYP. BD. TAPED d JOiNTED ON
I' X 2" PRE56URE TREATED FURRING
a 2'-0' O.C. WITH R-5 INSULATION
NU-VUE INDUSTRIES, INC.
TRU55 ANCHOR - NVTP6h1 (TYP.)
FASTEN STRAP W/ (12) 10d
NOA M 03-0224 10
EXP: MAY 22, 2000
10' BATT INSULATION (R-30)
1/2' GYP. BD. CLG. FINISH ON
i' X 3" FURRING a !6' O.C.
FLOOR
l
TYPICAL WALL SECTION
SCALE: 1/2" = 1 r-0"
PRE-FAB IUD. TRUSSES a 2'-0' O.C.
10' BATT INSULATION (R-30)
Q
w
1/2" GYP. BD. CLG. FIN!SH ON
I' X 3' FURRING a !&' O.C.
N
X
PRE FAB. WD. TRUSSES W
a 2'-0" O. C. MAX.
PIGGY BACK ON
EXIST. TRUSSES
F
EXISTING BM EA
I
2' P.T. WD,
I I
0
�- - -
1 X I I
I � I
2' P.T. WE).EXISTING BEAMI
�Q
W
ix
w
EXISTING BEAM EXISTIING BEAM
EXISTING G45LE ROOF
W
V
z
1=--
X
I"
EXISTING GABLE ROOF
L EXISTING BEAM
DOWEL 45 0 X 3'-0' LG.—
DRILL ro" MIN. INTO EXIST.
BM, d SET W/ EPDXY
GROUT (TYPJ
ROOF FRAMING PLAN
NORTH SCALE: 1 /4" = 1'-0""
"TRAP TO MAIN TRUSS
X TRU55E5 a 2'-0'
61-IFSON STRONG TIE - MTS30
W/ (14) trod TO TRUSS
4 (14) trod x 11/2' TO RAFTER
NOA # 02-0919.05
OCTOBER 13, 2001
EXP:
EXT.
Attic
PLYWD. S
SPA C E
H
TG.
PIGGY BACK TRUSSES DETAIL
S-2I N.T.S.
BEAM SCHEDULE
MARK�I SIZE
ELEY- TOP'
REINFORCING
#3 STIRRUPS
REMARKS
i BOT. TOP
E. END
TB a" X 12'
+11'-0"
(2) #50
_
(2) 050
(4) #319 12' CORNER/
I
113a 48" REMAINING
TB-1
at X 12'
+9'-0'
(2) :150
(2) 050
(4) #3a 12' CORNER/
03a 4a' REMAINING
RB
all X a"
VARIES
(2) #50
(2) #50
(4) 03a 12' CORNER/
I
#3a 4a' REMAINING
NOTE : TRUSSES SHOP DRAWINGS REQUIRE TO BE APPROVED BY THE BLDG . DEPT.
G - 4290#
G R ER TRU&5 ANCHOR
D B AIL "SDI--2" MELD TO EAM
(�E =EfR [DETAIL ON THIS SHEET)
04
W
co
L
F—
N
XI ( EXI5rING FLAT ROOF
I"
� I
U = 3,9ro1.2# S-2
G = 4290#
GIRDE1IR TRU55 ANCHOR ,
DETAIL "SDL-2" MELD TO BE4
(REFER DETAIL ON TH15 SHEE
II 4
4'+ STEEL BEAM WELD
TT �Of= E BOAT. OF BEAM
LEXISTINtS BEAM
F _t i .� -F
ZONE 2
+10.5
-41
ZONE 2
+10-5
-41
ROOF LOADS
AS PER ASCE 1-02
LIVE LOADS = 30 P.S.F.
DEAD LOADS
ROOFING = 15 P-S.F.
TRUSS 8 DEGK = 10 P.S.Q.
MAXIMUM DEAD LOAD = 10 P.S.F.
CEILING 4 PLASTER a -1 P.S.F. V5 UPLIFT
EFF ROOF AREAS 21 SF
EXPOSURE C a 1.40
UPLIFT
ZONE 1 32 X 1.4 = 45 P.S.F.
ZONE 2 38 X 1.4 = 53 P.S.F.
NET UPLIFT
ZONE 1 45 - 7 = 30 P.S.F.
ZONE 2 53 - -i = 4ro P.S.F.
TOTAL GRAVITY
G=30+25 = 55P.5.F
ZONE 3
+15
G = 4290#
GIRDER TRUSS ANCHOR
DETAIL "SDL-2"
(REFER DETAIL ON THIS SHEET)
U = 4ro0#
G = 550#
NU-VUE INDUSTRIES, INC. N
TRUSS ANCHOR - VSY TA 22 (TPJ
FASTEN STRAP W/ (12) 106 TO TOP CHORD 8
FASTEN SEAT W/ (ro) 10d X 1.5' 20 ea TO BOT
NOA" 03-0224.10
EXP: MAY 22, 200a
ZONE 2
+10.5
-41
U = 3,9&1.20
G = 4290#
GIRDER TRU55 ANCHOR
DETAIL "SDL-2"
(REFER DETAIL ON THIS SHEET)
ZONE 3
+15
- 95.5
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12-13-2006
S A. E
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22-2006
SHF_T
S-2
4 0F 7 SH_ETS