07-16R-00112°
(3" TO 7")
'll
a N
d d
d
a �
ccZ 4 =
a i
I 5
a
d d
MINIMUM
a EMBEDMENT
(TYPICAL)
SECTION
SCALE: 1 1/2" = V-0"
r - /
TWO PLY TRUSS
(MAX. UPLIFT = 5,800*)
ONC.
SCHEDULE
'MARK
DESCRIPTION
MARK DESCRIPTION
1 ANGLE 3"X3"XI/4" W/EXTENDED LEG (Fy=3& III
SEE DWG
5
--
5/S" DIAM. N1L7 <W K BOLT II (CARDON STEED 2 REQ'D.
2
STEEL PLATE 9-3/4"X4"X1/4" (Fy = 3ro IIIi
�
PREFABRICATED TWO OR THREE PLY TRUSS
3 STEEL PLATE 11 1/4"X411X3/8" (Fy=3& 111
7
�L
MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REO'M TS
— -
4
-- -- -
ONE (1) 5/8" DIAM. THRU BOLT FOR TWO PLY TR
—
55
8
1"(IN. 0"X12" CONCRETE TIE BEAM (1 = 3,000 psi MIN.)
ONE (1) 3/4" DIAM. THRU BOLT FOR THREE PLY
rRJSS
9
CONCRETE MASONRY BLOCK J
_
TYPICAL GIRDER TRUSS
ANCHOR DETAILS - SDL-2
UL APPROVED FIBERGLASS
SI-41NGLE5 ON 3 D* FELT
TINCAPPED ON 5/a" GDX PLYLOOD MAILED
TO TRUSSES I a &" O.G. Q PANEL EDGES
4 INTERMEDIATE SUPPORTS, 106 a 4" O.C.
GABLE ENDS
I
TOP of ROOF BEAM -
3" x 3" (26 GA)
GALV. DRIP ON O
P.T. I''X2' NAILER ON
2"X8" FASCIA BD.
1/2" EXT. GRADE
PLUJD. SOFIT UJ/6" X 16"
SCREENED VENT a 4"-0" O.G.
STUCCO ON METAL
LATH ON 15,# FEL
5/8" PLYWOOD
ON G " STUD a III O.G.
TOP OF STEEL BM. - �xi R O
4x/o Lp. BM.
(TYP.)
3" o STEEL JACK
a 5'-0"
(BEFORE REMOVING
EXIST. LONG. BEAM)
(2) 2" x 12" P.T. I EAM
�. SIl" IPSON STRONG -TIE
TRUSS ANCHOR - MTS 0 (T-T-P.)
FASTEN STRAP L/ (14) 10d X 11/2"
NOA * 02-0919.05
EXP: OGTOBER 13, 20 -1
1/2" GYP. BD. TAPED t JOINTED ON
I" X 2" PRESSURE TREATED FURRING
a 2'-0" O.C. WITH R-5 INSULATION
D2)
STEEL BEAM
x G" P.T.LOOD BEAM
HRU BOLTS 9 24" O.G.
TUN 28
L/ (l�o) 1(od t0 LD. BEAM
4 L/ (10) 111 TO TRUSS
N0,4 r 02 -102 a.02
EXP: DECEI" IBER 02, 200-1
1/2" GYP BD GLG. FINISH ON
I" X 3" FURRING a 16" .G.
0" BATT INSULATION R-30)
� FLOOR
2 TYPICAL WALL SECTION
S- 2 SCALE: 1 / 2" = 1 '-0"
PRE-F,45 LD. TRUSSES a 2'-
10" BATT IN&ULATION (R-30)
1/2" GYP BD GLG, FINI51-4 ON
I" X 3" FUFRING a II O.C.
PRE 7-45. WD. TRU,'
2'-0" O. C. MAX.
PIG,:xY BACK ON
EXIST. TRUSSES
EXISTING BEAM
2 " 12 " P.T. JD.
I - I
I I v-2
I X I I
fv",
v_ _
1 I
12" P.T. I
LEXISTING; BEAM
Q
m
z
w
W
0
ff
Z
W
EXI5TIN G,4
EXISTING
BLE ROOF
BEA"
""""-CT STRAP TO MAIN TRUSS
BACK TRUSSES a 2'-0"
S IMPSON STRONG TIE - MTS30
l.J/ (14) Irod TO TRUSS
4 (14) lid x 11/2 " TO RAFTER
NO * 02-0919.05
EXP: OCTO5ER 13, 2007
- ---�
EXT.
PLYWD.
TG. N
A T T I C
S P A C E
/
PIGGY BACK TRUSSES DETAIL
N.T.S.
ROOF LOADS =
AS PER ASCE -1-02 - --- -
LIVE LOADS = 30 P.S�=. - � � - _
06-1 1-2007 C.�
DEAD LOADS v� 0 07-12-2007 C.W.
ROOFING = 15 P.S.F.
TRUSS 4 DECK = 10
MAXIMUM DEAD LOAD = Irr'>.
CEILING 4 PLASTER a 7 P.S.F. VS UPLIFT
FIR EFF ROOF AREA la 27 5F
PAGE EXPOSURE C e 1.40 {L•
Th
UPL IFT -- 4
ZONE 1 32 X 1.4 = 45
ZONE 2 38 X 1.4 = 53 P.S.F.
NET UPLIFT
ZONE 1 45 - 7 = 38 P.S.F. "
ZONE 2 53 - 7 = 4(o P.S.F.
TCTAL GRAVITY w
G = 30 + 25 = 55 P.S.F
BEAM SCHEDULE
MARK
SIZE
ELEV. TOP
REINFORCING
*3 STIRRUPS
REMARKS
BOT, TOP
EA, END
TB
8" X 12"
+11'-0"
(2) *54) (2) *50
(4) 1 12" CORNER/
11 48" REMAINING
TB-1
8" X 12"
+9'-0"
(2) *54 (2) #E 1
(4) #1 12" CORNER/
01 48" REMAINING
RB
8" X 8"
VARIES
(2) *5IP (2) *5�
(4) *3'a 12" CORNER/
'I 48" RE1'1AINING
ZONE 2
+10.5
-41
_1___F__T_1_ F T -1 F-T __[_7F--i
C'I T
I I I I I 1 I I I I I I I
IMPSC`h 5_RO\G-TIE I 'X" BRACING
1" 1TS20 (T` 2 \ 1
ASTEN SiF. 0 -0 O.C. TYP
/ 14, 'Od X /2
AT PAC- S DE OF TR�.SS - � - - � - - T— - - � -
\OA * 02� 0�':.05
=XP= CC'�CBER 13, 2007
,4 �D NU- VL,E IND,.S-R1ES, INC.
��--
-RUSS ANC -OR - NVHC43, 2
(10% '0o -O BEAM 4 I I I X
r/ (10; '00 -O TRUSS �----r- - - -�-- --t- - ---�---�
\C,4 * ^ 5 - 07-' la -01
EXP: ,,S''�..-=R" 01, 2009
� SIMPSC\ S-RO\G-TIE
4 3 RUSS MTS20 (T"
m FASTEN SrR. w ; 14) 10d X 2 �! 1 t 1_ ca I -
AT EAC•-I 5 D= C= TRUSS - I
ZIOA ZONE_I - -
XP= OC7OB-< 2007 a
_ ml
Q I ~ �
'� - - - - - - - - - - - —t
LL1 (2
�I \
G = 429�ra `' 0/0 LISSES 2 ^ C; Q
�Tlf-SON =RO\G-TIE — _
=,4SSEN 5 c �Rw (1.4)1O� I I I :7
AT EACH DE TRUSS �' -�/ - -��- -��- - V-7
EXP: OC?CBER S, INC,_ /j\ _ _ --z �,VD NU-VUE ��:-.-S-R ES, IN1J 1�
TRUSS AvC-OR - NVHC43
W/ (10) lro
W/ (10) kl^ ^RUSS
NOA
EXP: JA��� R~ O', 2009 p _ _
STEEL CO._ . \ w=-D I fi fi 1= � =
-� OF 4 5c O= BE--M I I I I I - I I I I I I I I
LEX�STIN I _ L RR� N - _1 _ N -1 _1Fi
-I
II
II
DOWEL *5 = X 3'-0" LG.—/
DRILL &" M N. INTO EXIST.
BM. 4 SET w/ EPDXY
GROUT (T`'=.)
IU I �
r
--�I L
ROOF FRAMING PLAN
NORTH SCALE : 1 / 4" = 1 '-0"
ZONE 3
+15
U = 3,9(o7.2*
G = 4290*
GIRDER TRU55 ANCHOR
DETAIL "SDL-2"
(REFER DETAIL ON THIS SHEET)
U = 4&0*
G = 550*
NU-VUE INDUSTRIES, INC.
TRUSS ANCHOR - NV67,4 22 (7 1
FASTEN STRAP W/ (12 ) 10d TO TOP CHORD 4
FASTEN SEAT W/ (ro) 10d X 1.5" 20 ea TO BOT.
NOA * 03-0224.10
EXP: 1"1AT' 22, 2000
ZONE 2
+10.5
-41
U = 3,9ro7.2*
G = 4290*
GIRDER TRUSS ANCHOR
DETAIL "5DL-2"
(REFER DETAIL ON THIS SHEET)
ZONE 3
+15
ZONE
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z
IiI
uj
~ z
�Hr
w
o
<0U0
O�?wUZw
co w m~ o o m
O LL = w ~ m U
Ir 11.--J U d
0 LU m r a a
in W 0 J
Z Z a- J J
I, Z < <r Co IL <
"2 r
w
o =
a�
c
au
>
� v
>
•� a
x �
W �
1 -� O W
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to - 0
Q l0 M
0) �
ujtD �
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M
3 M
N
4J Ln
G �
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U mo00LL
a _ L�
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O O —
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10.5
-4' G.C.
NOTE: TRUSSES SHOP DRAWINGS REQUIRE TO BE APPROVED BY THE BLDG. DEPT. C.
Z
12-13- 6
-a AS SHr-
N
22-20
4
..
%'bW,MrM
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