00-0497-043 REVISIONS:
Q Q Q = Q
CONCRETE A M 5CHEDULE
t`PP. B/E Q
LLl m REINFORCEMENTS
1
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1
�- 2516 2721 1985 O i '- 3 STIRRUPS REMARKS
G-2922' G=1800' - m w i 7E
550 42'-II" -
1 - 550 2'x4' +'2 SOUTHERN YELLOW TB-1 A 9'-8' 8' 12' 2-05 - 2-05 - SEE NOTES BELOW
1 1 ; C'4 1 PINE CROSS BRACING MEMBERS
JX cn 1 1 FASTENED t0 TRUSSES W/2-1bd
4'-8" 7'-7" 1'-Im" 7'-�" I'-Im` 13'-I" NAILS EACH END TB-2 A I8'-0' as 12' 2-05 - 2-15 - SEE NOTES BELOW
1 _
(REFER t0 TRUSS NOTES AND TRUSS
1 8" LAYOUT FOR LOCATION) RB A VAR 8' 12' 2-05 - 2-5 - SEE NOTES BELOW
1
1 1
5-1 B 9'-8' as 36' 2-5 4-05 2-01 12' O.C.
I_
I I B-2 B 9
13-3 B 9'-8' as 20' 2-45 2-15 2-01 8' O.C. �
� e I
II----I--�jl----I--- --- I-- -I----i----I----II---�---�--�----�---I---JI 2'x4' CONT. LATERAL WOOD BRACING 5-4 B 9'-8' 8' 12' 2-5 - 2-05 a 4-1/1' O.C.
- - / \ - - NAILED TO BOTTOM CHORD MAXIMUM a�
M,4NUF PACING AND AS REQUIRED BY TRUSS �J O
oil / \ /� /�
X/ I I I I I I I I I 1 \ I C�4 L X- ,�-�t C I I�t� (REFER t0 TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
m SCALE: V.S.
/ 2'x4 0IAG AL RACE 2'x4' IAGO AL B CE
i -I- -f----I----t---i----I----1----I----fl---------------- -1-- 1
l2) lbd NAILS EACH MEMBER
\ w /
p� TYPE-A TYPE-5 - w
\\ // - ° Q: 2'x4' CONT.LATERAL WOOD BRACINCs LO
ELCO) - I \x I I I I y/ 1 F-- - �' NAILED t0 BOTTOM CHORD MAXIMUM
\\ I I // ~
TRUSS MANUFACTURER REQUIRED BY 5E AM T YFE j --- ---
CONCRETE BEAM NOTES: - 0 �4
\\ / - (REFER TO TRUSS NOTES AND TRUSS � =---
\ � 5-10 LAYOUT FOR LOCATION)
- ------ _ „_ .
IF----•I---�I----I-----}- -}----1----{-- ��---{1-------- -1E- -I---J1 1. ARCHITECT TO REVIEW AND APPROVE
0 do. I I 1 1 0
m _ / \ m ALL BEAM ELEVATIONS AND BEAM DEPTHS.
2'x4' X-B CE \\ 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.c. � r Q
/ ® I '-0' M X. \ At ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER w �J ,-4
I \`� �- - 3. PROVIDE (2) 45 x 60' CORNER BARS,
O ; BENT 30' EACH WAY -6 ALL CORNERS. O
2'xb' LAT RAL ERACE 1 `�1 N GENERAL TRU55 AND WOOD NOTE5 O
0' o.c MAX,
REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 M 5 FILLED CELL
\ 24' °z' DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
_ 1,\ I I I I I I I = _ �_2 I (OVERLAP �► SPLIC S) PRE-ENGINEERED WOOD TRUSS BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
\\ GIRDER PLAN VIEW THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
\\ IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
- - T'T'Y'I CAL L ATE fRAL 5fRAGE 5FL. I CE
AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
II----I--,�I----I----I---i----I----I---- SCALE: N.TS. '
dO� I 790 1985 550 ARCHITECTURAL LAYOUT. FAILURE To Do SO SHALL VOID OUR
1 2 1 APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS LO
CID
i MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON ti CO CO to
-- � G=1240+ =1800+'
I I PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
I tB-2 TB-2 I ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE rn w 6.
550 SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE
OF WITHSTANDING A UPLIFT LOAD OF 150 LBO. � W , pq 0
WOOD IN CONTACT WITH CONCRETE OR MASONRY AND AT OTHER LOCATIONS AS W W 4 `°'
/C550 25262 121 8 27221 550 SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED a Z
IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED W Z
=2500" TYP. B/E G=29220
OTHERWISE. a
4'-9" 3'-I" 5'-II" 3'-1" 5'-II" 3'-1" 4'-9' 2'-11" 6'-3" 3'-3"
OIL PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS <4 o .,4 AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE Z a C'j
SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
I
4✓
42 -11 Y ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER co I�
FLAN /� BENDING STRESS,Fb - 1,200 PSI (MINIMUM) a '-'
f'OOF I LAN - RO%T'AL MODEL V YOUNG'S MODULUS, E = 1,500,000 PSI co C:) ��,
SCALE: 1/4' = 1'-0'
_ BRACING NOTES: a� "� Z �
rn.
I. CROSS BRACING SHOULD BE LOCATED AT NO MOD r-E THAN 5'-O'o C
REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS. ,')jt1.� .�
2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE
THAN V-0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
PROVIDE 1/8' = '�
SPACING AT SPACING PERMITS.
PANEL EDGES PREFABRICATED WOOD TRUSSES 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
ADD 2+'5 REINFORCEMENT BARS " 24'.ON CENTER SEE ROOF PLAN FROM ONE END OF THE BUILDING TO THE OCHER AND SHOULD OVERLAP
FOR EVERY 8' OF DROP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'X4' GRADE ,.
°
4' x 8' COX PLYWOOD
STIRRUPS (REFER TO TIE BEAM SCHEDULE) ° '' "�; SHEATHING MIN. 19/32' THICK MARKED LUMBER,NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE
MAX. SPAN 24 WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
TRUSSES.
1 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH 80 NAILS 4'o.c.
AS SHOWN ON ROOF FRAMING PLAN.
SEAL:
a
PROVIDE 2'x4' BLOCKING s
lROOF TfRU55 ANCHOR LEGEND
ALL PLYWOOD SEAMS, 48' BACK ACTUAL
8' NAIL SEAM w/ 10d a 4' oz. EA. SIDE UPLIFT O HUGHES DTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' t0 SEAT PLATE
UPLIFT 1 STRAP CAPACITY 13650(DADE APPROVAL OW-0111.03)
DROP TIE BEAM 0 WINDOW EXTEND DROP OF TIE BEAM LATERAL BRACING SEE r ONE HUGHES DTC STRAP w/9-10 x 1/2' NAILS t0 TRUSS PLUS ONE HUGHES
AND DOOR OPENINGS 8' BEYOND SIZE OF OPENING 2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET. O to 20 TRIOS ANCHOR w/8-10C x 1-1/2' CAPACITY FOR CONNECTION
AT EACH END W/ 2-Ibd NAILS a EACH TRUSS ANCIHOHORR 1365 + 1335 = 21000
OPENING FOR WINDOW, DOOR .c. AT PANEL EDGE B/E = BOTH ENDS OF TRUSS
HUGHES RT 18112 w/14-10d NAILS UPLIFT' CAPACITY 11260 DATE: 7/28/2000
8d NAILS AT b o
OR SLIDING DOOR SEE FLOOR AND INTERMEDIATE SUPPORT UNO = UNLESS NOTED OTHERWISE O (DADE APPROVAL OW-0111.03) DRAWN BY: A. D.
PLAN 4 ELEVATIONS 1/16' SPACE At PANEL ENDS 4'oz. ,m EDGES. G = GRAVITY LOAD
TYP - TYPICAL O SEMCO THOS 26 w/ 18-16d NAILS t0 LEDGER AND 14 10d x 1-1/2' NAILS
CHECKED BY: C. D.
4 t0 TRIOS.CAPACITY G=2335+'U=12850(DADE APPROVAL OS-0818.15)
TYPICAL T-I E #3E AM D IROF AT OFEN ING5 SCALE: 1/4"" = 1'-0'"
SCALE: N.T.S. PLYWOOD NAILING DETAIL O SIMPSON HURRICANE CLIP HI w/4-Sd NAILS
CAPACITY(U=490+')(DADE APPROVAL +91-010125)
_ SCALE: N.T.S.
OOEMCO THDO 26 (D)w/ 18-Ibd NAILS TO LEDGER AND 1410d x 1-1/2' NAILS SHEET
TO TRUSS.CAPACITY G=26450 U=22150(DADE APPROVAL OS5-0818.15)
m
NOTE: S6
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
ALL DIMENSIONS WITH ARCHITECTURAL DUGS.
PROJECT No.:
CADD FILE: