00-0495-042 REVISIONS
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CONCRETE BEAM 5CHEDULE
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_/---------....... -----------/-------------------------- _/---------- REINFORCEMENTS
3 STIRRUPS REMARKS 248 (2516 ( 550
550 C2721 J1
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TYP. B/E
as
22x4' 02 SOUTHERN YELLOW TB-I A 12' 1-'5 SEE NOM BELOW
PINE CROSS BRACING MEMBERS
�—FAVENEO TO TRUSSES W/2-16d
T15-2 A 161-01 121 2-'S SEE NOTES BELOW
NAILS EACH END
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10! Kf 1.1-11,IIJ 1611 1.1i 1 Ilk i I I i L1611i J_Li L.,
_J "I i�� NOTES
(REFER TO TRUSS
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Fe A VAR, 12' 2 2-15 $EE NOM BELOW
LAYOUT FOR LOCATION)
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( 550 Cl 985
2
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CIO. B 2 0 4
1.4
G=1800:" G 1240P
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'a 2 B 2-P1 61 O.C.
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2-wo
GIRDER so
-3 B -w -05
m m 5 20, 2 2
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80
........... 4-I/1' O.C.
Ak 5-4 B 12' 2-5
2'x4' CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
C/D
6'-0* SPACING AND AS REQUIRED BY TRUSS
-------------------_---
--I--- -------- - 12'x6' IATEIL 510E \\ 1 -
__i MANUFACTURER
(REFS TO TRUSS NOTES AND TRUSS -'14
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TYF=IC;,4L X - f5iR,4GIN6 LAYOUT FOR LOCATION)
SCALE: N.T.S. r7l
' TX
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2; X-1515 CE
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.------.. . (2) Irod NAILS EACH MEMBER OX
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TYPE-A
do. TYPE-B
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2'x4' CONT. LATERAL WOOD BRACING
NAILED To BOTTOM 0-� MAXIMUM
(L V-0' SPACING AND AS REQUIRED BY
C I BEAM TYFE5
..... ......
TRUSS MANUFACTURER
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(REFER TO TRUSS NOTES AND TRUSS CONCRETE BEAM NOTES:[uu-)
LAYOUT FOR LOCATION)
W W 1. ARCHITECT TO REVIEW AND APPROVE
ALL BEAM ELEVATIONS AND BEAM DEPTHS.
do. 2. TIE BEAMS SHALL HAVE (4) P3 TIES AT 12'or-.
E4
+ �4
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....... ..... AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER. 04
cy-D
3. PROVIDE (2) 05 x 60' CORNER BARS,
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2 x4' DIAL AL 2'x4' IAG AL a CE-
RA 4NEIRS
BENT 30' EACH WAY 0 ALL COF
CE
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GENERAL TRU55 AND WOOD NOTES
REFER TO TRI.155 ENGINEERING PLANS FOP. EXACT TRUSS LOCATIONS
*L 14-L
------- ALL GIRDER TM66E$ SHALL AT A MINIMUM HAVE 2 0 5 FILLED CELL
IF -
....... ....
DIRECTLY BENEATH THE GIRDER TRI.166 SHOULD THERE BE A DISCREPANCY
(OVERLAP * SPLICES) PRE-ENGINEERED WOOD TRUSS
BETWEEN THE TRUSS ENGINEERING DRAWING; AND ARCHITECTURAL DRAWING;
PLAN VIEW THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
7-W IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
ar
TYPICAL LATERAL 5R,4CE 5FLIGE
AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
SCALE: N.T.S. ARCHITECTURAL LAYOUT. FAILURE TO DO $0 SHALL VOID OUR
ILI /nL
APPROVAL OF THE TRJJ$$ ENGINEERING PACKAGE. TRUSS
MANUFACTURER SWALL ALSO LABEL ALL LOADS AND UPLIFTS ON
to CO
e................. -------- ---------- .......... PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
co
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2721 ALL T"$ TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
550 2 04
550 SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE
G22C322p 1 OF WIT14FANDING A UPLIFT LOAD OF 150 LBS. wo
4
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w Q4 Iwo
-1 1 () WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS Z w 1:4
(2516 4� - - z
SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED
W LLI (1985 �q 0
cl TYP. 5/E Ll IN ACCORDANCE WITH AITC-IM. MEMBER SIZES $WOLIN ARE NORMAL UNLESS NOTED Z
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G=2500 0
G■a Iwop
0 OTHERWISE.
T_ Lul
ui w PLYWOOD ROOF, WALL AND CEILING $WEATWIW-i ARE DESIGNED AS DIAPHRAGMS
lz 0 0 W
W :Iq (y AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 215 OF THE Z
2 0
V ROOF: f=L)4N fROY,4L MODEL $OIJTW FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. E-
n 4� U .,� cn N
SCALE: 1/4' 1'-0' ALL STRUCTURAL LUMBER TO BE SOUTHERN FINE NO. 2 OR BETTER ;z) I
BENDING STRESS, P0 - 1200 PSI (MINIMUM) E-
0 E- 0
YOUNG'S MODULUS, E - 1,5000M PSI x ^
BRACING NOTES: Pz to
I. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN W-Voc.
REPEATED AT EACH END OF BUILDING; AND AT 20'-0' INTERVALS.
PROVIDE 1/8' 11A -1 2, BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE
SPACING AT THAN V-Vo4. BOTTOM CHORD LATERAL BRACING $WOULD BE CLOSE '- � � ' , '
PANEL EDGES PREFABRICATED WOOD TRUSSES
TO THE 50TTOM CWORO PANEL POINTS W14EREVER REOUIRED BRACE
24' ON CENTER SEE ROOF PLAN
ADD 2T, REINFORCEMENT BA R$
SPACING PERMITS,
FOR EVERY 6' OF DROP
4' x VCOX PLYWOOD 3. CONTINUITY 50TTOM CHORD LATERAL 5RACIWi SHOULD BE CONTINUOUS
SHEATHING MIN. IS/32' THICK FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
STIRRUPS (REFER TO TIE BEAM -SCHEDULE) MAX. SPAN 24'
$E MIN. 2'x4' GRADE
AT LEAST ONE TRUSS SPACE FOR CONTINUITY. U
MARKED LUMBER,NAILED WITH A MIN. TWO I(od NAILS, IN ACCORDANCE
CONNECTION INCLUDING INTERMEDIATE
WITH NO$ CRITERIA, AT EACH
A. o� TRUSSES.
4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH 80 NAILS 0 4'oz.
AS SHOWN ON ROOF FRAMING; PLAN.
PROVIDE 2'x4' BLOCK SEAL:
ALL PLYWOOD SEAMS, 4V BACK
NAIL SEAM w/ 10d 0 4* oc. EA. SIDE ROOF TFRU55 ANGt40R LEGEND
DROP TIE BEAM WINDOW EXTEND DROP OF TIE BEAM -LATERAL BRACING SEE ACTUAL HUGHES OTC STRAP w/S-100 x 1-1/2' TO TF4JS5 4 10d x 1-1/2' TO SEAT PLATE
AND DOOR OPENINGS 61 BEYOND SIZE OF OPENING 2x8 WOOD FASCIA NAILED DETAIL ON THIS SWEET. UPLIFT (D STRAP CAPACITY 13650(DADE APPROVAL PW-0111.03)
AT EACH END W1 2-trod NAILS 0 EACH T"$ 0
ONE HUGHES OTC STRAP w/IB-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
OPENING FOR WINDOW, DOOR 8�d NAILS AT 6'o.c. AT PANEL EDGE REQUIRED TA 20 TRUSS ANCHOR w/8-10C x 1-1/2' CAPACITY FOR CONNECTION
OR SLIDING DOOR. SEE FLOOR AND INTERMEDIATE SUPPORT (D 1365 4. 1335 ■ 2100P
PLAN 4 ELEVATIONS 111(om SPACE AT PANEL ENDS 4'o.c. EDGES. ANCHOR
HUGHES RT 16112 w/14-Ift NAILS UPLIFT CAPACITY 1126• DATE: 7/28/2000
B/E BOTH ENDS OF TRUSS
UNO UNLESS NOTED OTHER1116E (DADE APPROVAL P%6-011103) DRAWN BY: A. D.
G ■ GRAVITY LOAD
T*►"FICAL TIE 5E,4M DROP AT OFENING5 TYP TYPICAL SEMCO THOS 26 w/16-16d NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS CHECKED BY: C. D.
SCALE. N.T.S. FL"T"WOOD NAILING DETAIL TO TRUSS.CAPACITY G■23359 U■12869(OADE APPROVAL OB5-081&15) 1 9-0"
SCALE: N.T.S. SIMPSON HURRICANE CLIP HI w/4-8d NAILS SCALE: 1/4"
CAPACITY (Us4WP)(OADE APPROVAL O9I-0101.05)
O $EMCO THOS 26 (D)w/ 16-16d NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS "SHEET
TO TRUSS.CAPACITY G-46450 Um22150(DADE APPROVAL PB5-0818.15)
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NOTE:
"G:2
7.1
X.
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
ALL DIMENSIONS WITH ARCHITECTURAL 01141S.
PROJECT No.:
k.CADD FILE: