00-0495-039 REVISIONS:
A
-42: 11' DADE COUNTY 43-05-00
/.... ............ ... . ...................................................................................... ................ ....—- --- ----------------------- ........ ..... .................. ............
(1345
Q 10-05-00
CONCRETE BE,41"I SCHEDULE
3:
6, .................. .... ........................................... ..............
Lol .!ff................../.................... ----/-.
GM22150 �11�1_ ':
-4'- ............................ ..../.........
...........
----- .............................. ...... ......... /...............................................................
5-5-0- 2516 1985 550
REINFORCEMENTS
(- ) C )
t 1248
2 1 -4
w
T B/E 2*x4' 02 SOUTHERN YELLOW w 3 STIRRUPS REMARKS
TYP. is !i
PINE CROSS BRACING MEMBERS w iE _j
�-FASTENED TO TRUSSES W/2-16d Q
I C2 TB-2 TB_2 O NAILS EACH END
(REFER TO TRUSS NOTES AND TRUSS TB_I A 12@ 2-05 2-w.7 SEE NOTES BELOW
..........
N---------------------------------\----------------------------------------
LAYOUT PC
TB-2 A 161-01 12, 2-5 2-5 SEE NOTES BELOW
N,
clo. RB A VAR 12* 2-05 2-5 SEE NOTES BELOW
...... ...... I-------
\----------------------------------
w
-w
Ake, 361 2•5 12' OjC, ARCW BEAM
4
161 C)
rl
B-2 B 2-5 2-
O
....................................... W_ 2'x4' CONT. LATERAL WOOD BRACING
w
NAILED TO BOTTOM CHORD MAXIMUM V.61
20' 2-5 2-wo 2-01 a, O.C.
13-3 5 �_4
ro'-O' SPACING AND AS REQUIRED►BY TRUSS ;
MANUFACTURER
2'xrol LATE LL 5LCE -5
(REFER TO TRUSS NOTES AND TRUSS B-4 B 161-01 12' 2-05 2 51 O.C.
LAYOUT FOR LOCATION) t
W TYPICAL X - 5RACIN
5-4 p, o.c. I , :
MAX.AX.
SCALE: N.T.S. 10, O.C. ARC44 BEAM
2-01
24' 2-15 2-5
2'x4' I AG AL 11 CE
...................... .
300
2'K4' X-15RACH
(2) 16d NAILS EACH MEMBER
3 0 1 1-06 c. MA�
0-
Lr
Lu 790
100u) lu)
NAILED TO BOTTOM CHORD MAXIMUM
2'x4' CON7. LATERAL WOOD BRACING
-4---+_ I+-- 6'-O' SPACIWj AND AS RECUIRED BY
DIAGONAL BARS
TRUSS MANUFACTURER
EACH FACE
4
(REFER TO TRUSS NOTES AND TRUSS
TYPE- TYPE-
LOCATION)
LAYOUT FOR ARCH 15E
TYPE-C
SCI --------------------------\_ BEAM TYPE5
7`�
X BRACE GIRDER
TB_21
E . CONCRETE BEAM NOTES.
..... -------
CIO.
4 -ff ----- -I-
1. ARCHITECT TO REVIEW AND APPROVE
...... ......
ALL BEAM ELEVATIONS AND BEAM DEPTWS.
750
1985
550 2. TIE BEAMS SHALL HAVE (4) '3 TIES AT 122o.r
...... ......
2"xl' DIAGONAL BRA
2 AT ALL COWERS, EA. WAY, AND 46'oc. REMAINDER
5/E
CORNER BARS,G:1800" Lu 3. PROVIDE (2) '5 x 60
DENT 30' EACH WAY 0 ALL COWERS.
dv 24
wo
ovrz�fp.LAP sp�ud�s)
PRE-ENGINEERED WOOD TRUSS
--- ------ ku0L0,,2 -1 z _j
............................... ---
W -1 PLAN VIEW
,s I '14 pw
GENERAL TRU55 AND WOOD NOTES
�lo TYPICAL LATERAL BRACE SPLICE
lo, REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
SCALE: RT.S.
ALL GIRDER TRUSSES SHALL
. . . . ........... AT A MINIMUM WAVE 2 • 5 FILLED CELL
Z F-7 i I I
\................................\------------------------------------- L DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
I'B/32' EXTERIOR GRADE
PLYWOOD SHEATHING NAILED ....... 2'x4' X-BRACE BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
TO TRUSSES w/ 10d L THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY,
w/ 2-16d NAILS AT EACH
NAILS 0 4' or-
ANCHOR OUTLOOKER TO IT 16 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING CO
CONNECTION. CO to
TRUSS W1 ONE (1) SEMCO AND GRAPHIC FOF41 ANY CWAWGES AND MODIFICATIONS FROM
cl
fWCP HURRICANE ANCHOR 115/32' COX -044EATWIWz. REFER TO m I
CO
550-) FASTENED EA SIDE UJI -PLYWOOD NAILING DETAIL FOR ARCHITECTURAL LAYOUT. FAILURE TO 00 60 SHALL VOID OUR
PACKAGE. TRUSS
C'4 4-6d NAILS
NAILING PATTERN. APPROVAL OF THE TRUSS ENGINEERING NAIL
2'xS' STRUCTURAL
Z MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
--------------------------------------_----------------- FASCIA W/2-1601 NAILS
/------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------- AT EACH OUTLOOKER PRELIMINARY DRAWINGS SENT TO OUR OFFICE. cf)
550
1 2516 (2721 VX49 LATERAL BRACING 0 4'-V O.C. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
2 LI-) zwg
NAILED TO EACH TRUSS AND
21 SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE - - z
5/E TYP. ................................ BLOCKING wl 2-16d NAILS.
G-25000 2'x6' LOOKOUT 24' oc. OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. Z I cn PL4
WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS 0.4
ROOF FLAN LAUREL MODEL S'xl2' CONTINUOUS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED -:4
SCALE. 114' ■ 1'-0' CONCRETE RAKE BEAM. IN ACCORDANCE WITH AITC-IM.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED 0 C\2
OTHERWISE. z N
05 0 48' o.c. to
PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS u d cn N
cn
6'xVxI(V CONCRETE MASONRY AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE
ADD 205 REINFORCEMENT BARS SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. E- 0
C)
PRE-ENGINEERED WOOD TRUSS En .:I
FOR EVERY Sl OF DROP TOP OF
44 CONCRETE SEAM ALL STRLICTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER
EL. 4S-111'
BENDING STRESS, Fb a 1�00 PSI (MINIMUM)
•STIRRUPS (REFER TO TIE BEAM SCHEDULE) 15-4 APPROVED STRAP SEE
YOUNG'S MODULUS, E m 1,500000 PSI
— ANCHOR LEGEND
BRACING NOTE$:
w .
15-4
LOCATED AT NO MORE THAN 5'-0'o c.CROSS BRACING SHOULD BE
TB-2 1�7
REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
STEEL COLUMN
4'x4"xl/4' TOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE %
..A f 2"x4' BLOCKING ATTACHED TO MASONRY WALL 2. BOTTOM
f w/ (2) 1/4' DIAM. x 3-3/4' LONG. TAPCON SCREWS. THAN V-0'oc. BOTTOM CHORD LATERAL BRACING $WOULD BE CLOSE
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
SPACING PERMITS.
DROP TIE SEAM 0 WIND EXTEND DROP OF TIE BEAM 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
S' BEYOND SIZE OF OPENING FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
AND DOOR OPENING AT EACH END FIGGr 5ACK [;)ET,4[ L AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
SCALE: N.T.S. MARKED LUMBER NAILED WITH A MIN. TWO I&cI NAILS, IN ACCORDANCE
OPENING FOR WINDOW, DOOR PROVIDE 116' WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
OR SLIDING DOOR SEE FLOOR SPACING AT TRUSSES.
PLAN 4 ELEVATIONS PANEL EDGES PREFABRICATED WOOD TRUSSES 'SEAL:
24' ON CENTER SEE ROOF PLAN 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH 60 NAILS 0 4'o.c.
A$ SHOWN ON ROOF: FRAMING PLAN.
T*rf=lGAL TIE BEA l DROP AT OFENING5 .......................
4' x 8' CDX PLYWOOD
SCALE: N.T.S. SHEATHING MIN. I9/32' THICK .........................
MAX. SPAN 24' ROOF TRU56 ANCHOR LEGEND
(4) 3/4' DIAM. x I' LONG J BOLTS
W/ 3' HOOK ACTUAL WUGWE5 DTC STRAP w/1-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE
UPLIFT (D STRAP CAPACITY 13650(DADE APPROVAL OW-011103)
J DTC STRAP w/13-10 x 1/2' NAILS TO TRUSS PLUS ONE WUGWES DATE: 7/28/2000
-10D x 1-1/2' NAILS TO TRUSS CAPACITY FOR
WSS ANC14OR w/ 0
2 TA 20 TF
ft 3/4' REQUIRED CCWECTION, 1365 • 1335$ 21000 DRAWN BY: A. D.
PROVIDE 2'x4' BLOCKING 0 ANCHOR
ALL PLYWOOD SEAMS, 46' BACK
WUGWE$ RT 16112 w/ 14-10d NAILS UPLIFT CAPACITY 11260
NAIL SEAM wl 10d is 4' o.c. EA. SIDE B/E - BOTH ENDS OF TRUSS CHECKED BY: C. D.
(DADE APPROVAL OW-0111.03)
UNO = UNLESS NOTED OTHERWISE SCALE: 1/4" V-0"
G a GRAVITY LOAD
LATERAL BRACING TYP s TYPICAL SEMCO TWDS 26 WANDER w/ i8-lbd NAILS TO LEDGER AND 14-10d x 1.1/2'
-0616
TYP. DETAIL ON THIS SWEET. NAILS TO TRUSS.CAPACITY G=2335"U m 128bO(DADE APPROVAL "95-0818.15)
1/4' 2'x5' W000 FASCIA NAILED A
W1 2-16cl NAILS EACH TRUSS
SHEET
TYP. e�d NAILS AT &'o.c. AT PANEL EDGE
1/4• AND INTERMEDIATE SUPPORT
lllro* SPACE AT PANEL ENDS 4'o.c. im EDGES.
S - 3
NOTE:
STEEL COLUMN CONTRACTOR SHALL COORDINATE AND VERIFY
AoxA'xII4' PLYWOOD NAILINC; [7.)ETAIL ALL DIMENSIONS WITH ARCHITECTURAL OWG36, OF SHEETS
STEEL GOLUt'IN CAP DETAIL
/N,, i
+
m
FACE
N.T.S.
SCALE: N.T.S. N.T.S. PROJECT No.:
CADD FILE: