00-0630-003 HUGHES DTC W/ SEE PLYWOOD NAILING DETAIL
(4) 10d x 1-1/2" INTO PAN HUGHES "DTC" TRUSS HANGER -
W/9-10D'S THRU STRAP AND
(9) 10d x 1-1/2" INTO TRUSS
AND 4-10D'S THRU SEAT PLATE 49'-10"
ALL NAILS GALV. COMMON NAILS ALSO, A HUGHES "TA 20" W/8-10D'S
UPLIFT = 1294 LBS '
A
31'-2" 49'-10" 18'-8" _
ZONE 2,3
ZONE 1 ZONE 2,3
ALLOWABLE UPLIFT = 2,588 LBS
aC:q t
+/- 6'-0" TERRACE CEILING: STUCCO ON FELT BACKED
r I � METAL LATH ON 1/2" PLYWOOD wl 10d'S 26" AT EDGES /
• 1 • TOP OF MASONRY E E\\ l 3 $-3 AND INTERMIDIATE SUPPORTS ^
BEAM i I ., .,- ,. _ ,. ,.
t:,. R B-1 I
,I o
R -1 RB-1 B-1
, I
N �/
CMU WALL z N NOTE- NOTE 2 NOTE 1 ( -'8") I
TYP. DOUBLE STRAP DETAIL N °
z SEE SECT. � :•� N
S-3 SCALE: 3/4" = 1'-0" V=4.8K 3 I 3 V 4.8K °
1 TYPICAL TRUSS ANCHOR U=4,8K S_3 E SECT. V=4.6K
H R s-3 U= 8K V=5.OK
S-3 SCALE: 3/4" = V-0" _ _ _ _ z SEE S T. s-3 DBL. STRAPED
SE SECT. 3
SEE SEC z : �. _ _ 4E' s-3 V=2.OK U=2.8K
(2) 16d NAILS EACH MEMBER V=2.OK / - K GIRDER #3 (2 PLY. MEM) 2 SECT. = V=2.8K
U=1.7K .0 =2.0 K
/ 2"x4" CONT. LATERAL WOOD BRACING E S T. S-3 U=1.25 K
/ B-3 TB-3 0
_NAILED TO BOTTOM CHORD MAXIMUM B 3 RB-3 Rg�q. I
6" SPACING AND AS REQUIRED BY TRUSS _ -- -
. MANUFACTURER W _
3 I +
S-3
2"x4" #2 SOUTHERN YELLOW
PINE CROSS BRACING MEMBERS I I z
FASTENED TO TRUSSES W/2-16d ( ( z
NAILS EACH END " ` I '; N I
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
7'-.2
I.
O Z
r m'5 I B-3
Ij TB-3
m
PRE-FAB WOOD ENGINEERED w 1 z —
(�a spLE o g �!= I '— —.I— —. �o� CARD_ — — — — r1
z D-3 — •— —•— —•— —•— —•— —•— — — — —
E . PANEL ORI ' MAX.
1"x4" CONT. LATERAL WOOD BRACING N x J w I 2-16 NAILS ® EACH
NAILED TO BOTTOM CHORD MAXIMUM PLAN VIEW ° RB-3 04 I IN RSEC NG PO NT, ICAL. w.)
6'-0' SPACING AND AS REQUIRED BY TRUSS I < I II
(REFER ATOUTRUSS NOTES AND TRUSS 1 "x4" CONTINUOUS LATERAL BRACE cn N I (I
LAYOUT FOR LOCATION)
TYPICAL X-BRACING o J ' TB-3 w
`� m V=0.7K I z
n o o U=0.7K w
N] DT -1
° TB-3 W" r°0
1-1 \ 9-3/4" J
12 2 2 �' 10' 0" (NOTE-11l I 10'-0" (NOTE-1)
VARIES 4 o
3 TO 7 �
6 I I 2,•........ 4r...... OD....� 0�T. C.RD........... ......... . ........... ........ ... I I I
I TYP.
1 \ 3/16" EA. PANEL R 10' A) '
W/ —16d AILS EACH
TOP OF CONC. BEAM INTE SECTIN POIN Ty! L.
1/4" (TYP.)
aQ 1 I
4 B-3 LL] I
i� o
o
z
I v o
° TB-3 I ( 0l I f
a 5
8 `D I I � (( �
4 1/2" + SE SEC
5
V 1.8K (
"NOTE U 1.8K S-3 TB-3 TB-3 DTC-2 TB-3 TB-3 N
DO NOT CHANGE
.......... �:......... ......... ..............................::.�. �..... ...:..... :: ...�.................. z
LLJ
_
z RB B-3 -3 € :' g-'`. ., - o 01-24 01
TRUSSES GT. ROOF o RB 3
-1/2' / / N I ,
g 3" 3°' FRAMING WITHOUT THE INC.
9_1/4" EXPRESS WRITTEN SEE SECT. 3 U=2.OK I 3 DATE
RB-1 Rg_1 SEE SECT. �j DBL. STRAPED REVISIONS LO V_44.1K s-3 V=1.25K 4 I S_3 U=4.6 U=2.8K
CONSENT OF THE - DTC-2 S_3 V=4.7K v=2.8K
STRUCTURAL EN G. � ' '`/ :'' °'� '' /`' ``` ' :!/]>>•: T%: :•/i` .I � DTC-2
FOR INFORMATION ONL'
3 SECTION TWO PLY TRUSS •../Z. /�'/� -`'`��
I_-I NOT FOR CONSTRUCTIO:
S-3 1 1/2" = 1'-0" (MAX. UPLIFT = 800#) NOTE 1 Z-2") NOTE 2 I RB-1 ENTRY CEILING: STUCCO ON ELT BACKED
I METAL LATH ON 1/2" PLYWO D w/ 10d'S 26" AT EDGES 171 NOT FOR PERM]
AND INTERMIDIATE SUPPORTS
PORCH CEILING: STUCCO ON FELT BACKED FOR PERMI
N METAL LATH ON 1/2" PLYWOOD ❑ DR I'
SCHEDULE _ DTC-1 NOTE 2 (10-'8"
NOTE 1 )
MARK DESCRIPTION ARK DESCRIPTION N 6 I
1 ANGLE 3" X 3" X 1/4" W/ EXTENDED LEG (Fy=36 Ksi) SEE DWG. 5 1" DIAM. HILTI KWIK BOLT 11 (CARBON STEEL), 2 REQ'D.
2 STEEL PLATE 9 3/4" X 4" X 1/4" (Fy=36 \Ksi) 6 PREFABRICATED TWO OR THREE PLY TRUSS.
3 STEEL PLATE 11-1/4" X 4" X 3/8" (Fy 36 \Ksi) 7 MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN FOR NAILING REQ'MTS. 21'-4" 16'-10" 11'-8" I , �
ONE (1) 5/8" DIAM. THRU BOLT FOR TWO PLY TRUSS 8 MIN. 8" X 12" CONCRETE TIE BEAM f'c =3,000 W '
4 ( psi. MINIMUM) W
ONE (1) 3/4" DIAM. THRU BOLT FOR THREE PLY TRUSS 9 CONCRETE MASONRY BLOCK Qc
W 6
C�
_ NOTE 1 NOTE 2 °
BLOCKED DIAPHRAGMS - PROVIDE 2"x4" UNBLOCKED DIAPHRAGMS - PROVIDE 5/8" W w LO
BLOCKING AT ALL PLYWOOD UNSUPPORTED. CDX EXTERIOR PLYWOOD W/ 8d NAILS In-, w o a
n PROVIDE 1/8" EDGES. USE 10d NAILS AT 4" o.c. AT ALL AT 6" o.c. AT ALL PLYWOOD EDGES AND ROOF R A M I N G PLAN 1 /4" m
SPACING AT INTERMEDIATE SUPPORTS. CD m _
v PLYWOOD EDGES. � Q
PANEL EDGES PREFABRICATED WOOD TRUSSES °�
24" ON CENTER SEE ROOF PLAN W o 1 a
'^ G
4' x 8' CDX PLYWOOD j 0
SHEATHING MIN. 19/32" THICK . . o
MAX. SPAN 24" 0 m D__ LL
BEAMS SCHEDULE w ° w W
MARK DESCRIPTI N W Ix H REINFORCING REMARKS ELEVATION O ov CD
v BOTTOM TOP MIDDLE 2 5 DIA. BARS EA. SIDE J o y r s j
PROVIDE 2"x4" BLOCKING @ # m w �/ U
ALL PLYWOOD SEAMS, 48" BACK :: TB-3 CONCRETE 8"X 12" (2) #5 (2) #5 2 #5 x 6'-0" Bent at Corners DTC HUGHES DTC W/
v @ 4"o.c. EA. SIDE OF SEAM. & 4 3 Ties at 12" E.E. Bal. 18'-4" A.F.F. O In w Lo
# (9) 10d x 1-1/2" INTO TRUSS _J
OF GABLE END. NAIL SEAM w 10d
/ @ 48" o.c. ~O Q
u ALL NAILS GALV, COMMON NAILS
RB-1 CONCRETE 10" x 20" 2 7 2 7 (2) #5 18'-4" A.F.F. UPLIFT = 1294 LBS �— J CD �
( ) # ( ) # (3) #3 @ 4" REST @ 8" o.C. SHEET DESCRIPTION
' RB-2 CONCRETE 10" x 20" (2) #7 (2) #7 (2) #5 ADD 2 #5 E.E. DIAGONAL BARS
= LATERAL BRACING SEE DETAIL 18'-4 A.F.F. ROOF
7 2"x8" WOOD FASCIA SEE ON THIS SHEET. RB-3 CONCRETE 8"X 12" (2) #5 (2) #5 rop Bm @ Qpening & Add 2 #5 Bott. 18'-4" A.F.F. ROOF NET UPLIFTS
° TYPICAL WALL SECTION NAILED 3 TIES @ 4 a.a. FRAMING
i W/ 2-16d NAILS @ EACH TRUSS RB-4 CONCRETE 8" X 16" (2) #6 (2) #6 (2) #3 @ 3" REST @ 6" o.a. 18'-4" A.F.F. ZONE PRESSURE
PLAN
8d NAILS AT 6"o.c. AT PANEL EDGE RB-5 CONCRETE 8" x 36" (2) #5 (2) #5 (4)#5 (2) #5 At Arch & #3 @ 12" See Elev, 18'-4" A.F.F.
AND INTERMEDIATE SUPPORT
" 1/16" SPACE AT PANEL ENDS `` ;,. 4"o.c. @ GABLE ENDS 1 30 P.S.F. SCALE
FIRST 48" BACK PIGGYBACK TRUSSES ANCHORAGE /4"_ '—0
HUGHES DTC W/ FASTEN ALL PIGGYBACK TRUSSES TO EACH INTERSECTING TRUSS ROOF DESIGN LOADS
v
(4) 10d x 1-1/2" INTO PAN W/ 20 GA. X 24" LONG STRAPS W/ 6-10d NAILS LIVE LOADS = 30 P.S.F. 2 55 P.S.F. PROJECT NUMBER
v (9) 10d x 1-1/2" INTO TRUSS DEAD LOADS = 25 P.S.F.
ALL NAILS GALV. COMMON NAILS 3 55 P.S.F.
2
4 TYP. CHANGE IN TIE BM. LEVEL AT PORCH DETAIL DATE
D
UPLIFT = 1410 LBS
OPENED AREAS = 4 2 P.S.F. NET UPLIFT y '% ARVECO'&ASSOCIATES P.E.
(,r • i STRUCTURAL ENGINEERS
PLYWOOD NAILING DETAIL s-3 v.
3374.CORAL WAY
SCALE: N.T.S. { //36958
r
SHEET NUMBER
D .1 MIAMI, FLA. 33145
.+ •w' �r L3,;; « (305)444-3557 —
5'.i• 4 ..'s a 4H'�
�oWr. i
fl37 fd S1.ff{n1 ,,t �