00-0495-045 REVISIONS
.................................................. ......................................---------------- ..............--------------------------------------------...................................... ................,
........................................................................................................................................... ---------------------------------------------------------------------
CONCRETE BEAM 6CPEDULE
.................�
--- ------------------- --------------- -------- - -----------------
4.-e,:, ---------- .................. ------------------------------ - ---------------------------/ ----------------------- REINFORCEMENTS
------------------ ...........
--------------------------------------------
_/.........
Ly
3 STIRRUPS REMARKS
550 (2721 ?-4:8) C2516 550 �7- w
Lu
0 ul
ITYP. B/E
550
TB-I A 12, 2.S 2-5 SEE NOTES BELOW
2'x4' 02 SOUTHERN YELLOW
I PINE CROSS BRACING MEMBERS
TB-2 A 181-01 12* 2-5 2-5 SEE NOTES BELOW
-------INk— �,-FASTENED TO TRUSSES W12-160
NAIL$ EACH END
(REFER TO TRUSS NOTES AND TRUSS IS A VAR 121 2.S 2-5 SEE NOTES BELOW
46-
LAYOUT FOR LOCATION)
( 550 (1985)
OKI
.
------ CIO ..... 5-1 5 2-15 4.5 2.81 12, O.C. �_ W
G=1800" G=1240"` 4---:
B-2 B 131-81 2.5 2-r1 O.C.
GIRDER 20@ 2-S 2-5 2-pi a, O.C.
B 12' 2-wj 2-05 0 4-1/2' O.C.
B-4
2'x4' CONT. LATERAL WOOD BRACING
Vx6' NAILED TO 50TTOM CHOR[;) MAXIMUM
od
-A—.................
------------------
ATE 510E .................
4---
•
- ----- ro'-O' SPACING AND AS REQUIRED BY TRUSS ----------- -----------L-
M X. MANUFACTURER
(RE ER. TO TRUSS NOTES AND T"S
TYPICAL X - 5R,4CING LAYOUT FOR LOCATION)
it
SCALE: N.T,$.
2 4-
. ...........
(2) I&cl NAILS EACH MEMBER
TYPE- TYPE-15
--- ---1-------
IF I
2'x4' CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM BEAM TYPE
w > 6'-0' SPACING AND AS REQUIRED BY
Iff Tft65 MANUFACTURER CONCRETE nEAM NOTES:
[10
(REFER TO TRUSS NOTES AND TRUSS
ARCHITECT TO REVIEW AND APPROVE
w 1. ARC
ui LAYOUT FOR LOCATION)
ALL BEAM ELEVATION$ AND BEAM DEPTHS.
SHALL HAVE (4) 03 TIES AT 12'oc.
do, 2. TIE BEAMS+
T-------------- AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER 0
[LU00)
3. PROVIDE (2) 05 x 60' CORNER BARS,
---------------------------------
2*x4* DIAGJmAL RACE 2'x4' IAG AL 5 E-
BENT 30' EACH WAY ALL CORNERS.
5 AND WOOD NOTES GENERAL TRU5
REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
-------I-- ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 0 5 FILLED CELL
DIRECTLY BENEATH THE GIRDER TRUSS $WOULD THERE BE A DISCREPANCY
24"
BETWEEN THE T"S ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
------------------------ ...........
PRE-ENGINEERED WOOD T"S
(OVERLAP a SPLICES) 0
THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
Tr.
:
I I loll Ill .,I� likoo " . v PLAN VIEW WRITING
IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN I TB-2 M-2 AND GRAPHIC FORM ANY CWAW.3E6 AND MODIFICATIONS FROM
TYPICAL LATEIR,4L 51R,4CE 5FLICE ARCHITECTURAL LAYOUT. FAILURE TO DO 50 SHALL VOID OUR
SCALE: N.T.S.
L L APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS
co
MANUFACTURER $HALL ALSO LABEL ALL LOADS AND UPLIFTS ON
10 PRELIMINARY DRAWINGS SENT TO OUR OFFICE. co
............... -------------------- -------------------------------- --------------------- --------------------------------------- -----
-i CQ
............... .............. ----- ------------------ -------------------/
-------------------.................... .............. .......... . .. ......... ........................................................................
2721 ALL TRUSS TO TRUSS CONNECTIONS $14ALL BE THE RESPONSIBILITY OF THE
C550
cn
2 ALL CONNECTIONS SHALL BE CAPABLE
550 SPECIALTY ENGINEER BUT AT A MIN.
Lft-
OF WITHSTANDING A UPLIFT LOAD OF
........... --------------------------- .......... Irl
-------------------------------- w
I I WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS A$ Z w C4
9��D - - z
1 9�K SHOWN ON STRUCTURAL DRAWINGS, $HALL BE PROTECTED OR PRESSURE TREATED (.�
L-1 -) ��2 Z I
LU i TYP. 5/E Gu25000 IN ACCORDANCE WITH AITC-109. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED V) rT.
f\ a 1.4
OTWERWI$E. --!4
PLYWOOD ROOF, WALL AND CEILING $WEATWING ARE DESIGNED AS DIAPHRAGMS .!4 AO e,
= OW
wo AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CWAPTEIR 29 OF TWE z
Z Lu
-i (v SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHEFWISE ON THESE DRAWINGS. E-
I ROOF FLAN GYFRE,55 MODEL
0 u- ALL STRUCTURAL LUMBER TO BE SOUTHERN FINE NO. 2 OR BETTER �:) �D I
SCALE: 1/4' 1'-0' 04 w E-
tq- > BENDING STRESS, Flo z 1,200 PSI (MINIMUM) E- 0
YOUNG'S MODULUS, E a 1,5000M PSI
BRACING NOTES,
1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN F-01oc.
REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
2, BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE
BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
PROVIDE 116, TO THE BOTTOM CHORD PANEL POINT$ WHEREVER REQUIRED BRACE
ADD 205 REINFORCEMENT BARS
SPACING AT ......
SPACING PERMITS.
PREFABRICATED WOOD TRUSSES
FOR EVERY 61 OF DROP PANEL EDGES
24' ON CENTER SEE ROOF PLAN 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
FROM ONE END OF THE BUILDING TO THE OTHER AND $WOULD OVERLAP
k .
STIRRUPS (REFER TO TIE BEAM SCHEDULE)
4' x VCDX PLYWOOD AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2x4' GRADE
SHEATHING MIN. IS/320 THICK od NAILS, IN ACCORDANCE
MARKED LUMBER, NAILED WITH A MIN. TWO li
A MAX, SPAN 24'
INCLUDING INTERMEDIATE
TRUSSES.
ol
4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH 60 NAIL$ 4'04.
AS SHOWN ON ROOF FRAMING PLAN.
SEAL:
PROVIDE 2'x4' BLOCKING ROOF TIRU55 ANCHOR LEGEND
ALL PLYWOOD SEAMS, 45' BACK
EXTEND DROP OF TIE BEAM NAIL SEAM w/ 10d 0 4' o.c. EA. SIDE ACTUAL WUGWE5 OTC STRAP w/13-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE
DROP TIE BEAM 0 WINDOW—"--1 UPLIFT (D STRAP CAPACITY 13659(DADE APPROVAL OW-0111.03)
AND DOOR OPENINGS V BEYOND SIZE OF OPENING 0
AT EACH END LATERAL BRACING SEE 0 ONE HUGHES OTC STRAP w/13-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
VxV WOOD FASCIA NAILED DETAIL ON THIS SWEET. RE TA 20 TRUSS ANCHOR w/8-10C x 1-1/2' CAPACITY FOR CONNECTION
OPENING FOR WINDOW, DOOR W1 2-16d NAIL$ EACH TRUSS REQUIRED 1365 61335 c 21000
OR ELIDING DOOR. SEE FLOOR ANCHOR
PLAN 4 ELEVATIONS SCI NAILS AT ro'o.c. AT PANEL EDGE B/E BOTH ENDS OF TRUSS WU3WE$ RT 16112 w/ 14-10d NAILS UPLIFT CAPACITY 11261 DATE: 7/28/2000
AND INTERMEDIATE SUPPORT UNO LNLE56 NOTED OTHERWISE (DADE APPROVAL OW-011103)
DRAWN BY: A. D.
Illro' SPACE AT PANEL ENDS 4'o.r-. EDGES. G GRAVITY LOAD
SEMCO TWO$ 26 w/ 18-16d NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS
TYP TYPICAL
TYPICAL TIE 5EX-1 DROP AT OPENINGS CHECKED BY: C. D.
TO TRIJ56.CAPACITY G--23350 U z 12850(DADE APPROVAL PS5-0818.15)
SCALE: N.T.S. SIMPSON HURRICANE CLIP 141 w/4-8d NAILS SCALE: 1/4" V-0"
PLYWOOD NAILING DET,41L CAPACITY (Uz4WO)(DADE APPROVAL nl-010105)
SCALE: N.T.S. SEMCO TWOS 26 (0)w/(6)1/4' DIAM.TAPCONS x 3-1/2' LONG TO 'SHEET
MASONRY WALL AND 14 hOd x 1-1/2' NAILS TO TRUSS.
CAPACITY GxX450 Um22150(DADE APPROVAL 096-081&15) S - 9
NOTE;
i
GIRDER
550
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEET!)
ALL DIMENSIONS WITH ARCHITECTURAL DWGS,
rPROJECT No.:
Of ADD FILE: