00-0496-044 REVISIONS:
LU � 111
c o CONCRETE SEAM SCHEDULE
� � � 1248 REINFORCEMENTS
Q 1
2516
TYP. B/E
1 1985 2721 2
~F !4 •3 STIRRUPS 1�fhIARKB
114!51 i Q/ 2 2 G■2500* o 1=
1 V G■1800" 922• " 1' oO
_ 42 -11 550 �
G■2
550 j 0 n 1 2'x4' •2 SOUTHERN YELLOW TB-1 A 9'-8'
be 12' 2-5 - 2-5 - SEE N0TE8 BELOW
1 j PINE CROSS BRACING MEMBERS
�'-6' I'-lm' �'-�' 4'-8' 6'-5" - -
FASTENED TO TRUSSES W/2-166
TB-1 A IS'-0' 8' 12' 2-5 2-5 SEE NOTES BELOW
• NAILS EACH END -
(REFER t0 TRUSS NOTES AND TRUSS RB A VAR 8' 12' 2-5 - 2-5 SEE NOTES BELOW
LAYOUT FOR LOCATION) ►�
1 B-1 13 9'-8' 8' 36' Z-5 4-5 Z-01 • 12' O,C.
- I TB-2 TB-Z I
I I B-2 B 9'•8' 8' 16' 1-5 - Z-*1 • 6' O:C. O 0
B-3 B 9'•8' 8' 20' 2-5 2-5 2-*1 • 8' OTC. ~�
1L--J--�
j�----�----------II----1-------I- -'+do.-i----I---�---F----ii B-4 B 9'-8' 8' 12' 2-5 - 2-5 • 4-V2' OTC. '
2'x4' CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
MANUFAGTURERAND AS REQUIRED BY TRUSS
TYPICAL X-�� /� �(* I� (1�FERAYOLIT FOR NOTES AND • • O
/ 2'x4' 0 AL RACE 2'x4' I B E \\ _ SCALE: N.T.S. 1..� ,tee I�l
1 ---i- �----�----------If--- ---+---1---4---�---1---+ -I---�II • • '�. �
- W ►�
I I � do. / (2) lbd NAILS EACH MEMBER ~ 4-4
luuOR - \� 1 I I I X/ W It-- - (L 2x4' CONT.LATERAL WOOD BRACNCs O O
NAILED TO BOTTOM CHORD MAXIMUM SEAM TYPES
\ / 6-0 SPACNG AND AS REQUIRED BY ��/_
�R TOTRUSS NOTES AND TRUSS CONCRETE BEAM NOTES: O �2
--ado. LAYOUT FOR LOCATION) I. ARCHITECT TO REVIEW AND APPROVE
do. \ _
\ ALL BEAM ELEVATIONS AND BEAM DEPTHS. � z
\ Z. TIE BEAMS SHALL HAVE (4) *3 TIES At 12 orc. Q
// 1 • 2 -0'X RMC I I I \\X I�-- - AT ALL
( "5 x, 0' WAY,CORNER BARS, . REMAINDER w cy �
C\2
1 1 1 \ BENT 30' EACH WAY • ALL CORNERS. 0 LC.)
/
•6 .0 0�. GENERAL TRU55 AND WOOD NOTE �
REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 •5 FILLED CELL
/ _ 24' o.c. DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISC�PANCY j
GIRDER / (OVERLAP • BPLIC 8) PRE-ENGINEERED WOOD TRUSS BETWEEN THE G DRAWING
E TRU88 ENGINEERING DRAWI AND ARCHITECTURAL DRAWI
PLAN VIEW THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
/
IT 18 YOUR MSPONBIBILITY TO NOTIFY THE ARCHITECT IN WRITING
1�---�---+--- TYPICAL !_,4TEfi�AL 5fi`�,CE Si=d f CE
AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM •
do. ip ARCHITECTURAL LAYOUT. FAILURE t0 DO 80 SHALL VOID OUR
550 1985 790 1 1 SCALE: KTS.
1 2 1 APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS ►n CO
MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON CO CO
G■1800* G■1240* �
I I PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
' .�
20 r.a
TB-2 TB-Z I ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
550 SPECIALTY ENGINEER BUT AT A MIN, ALL CONNECTIONS SHALL BE CAPABLE ^
OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. L
1 W W Lon
WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS ! z W P
550 2721 1248 25216 550 SHOWS! ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED w a
1 2 1 IN ACCORDANCE WITH AITC-103 MEMBER SIXES SHOtl1`t ARE NORMAL UNLESS NOTED W
G■2922* tYP. B/E G■2500*
4'-4" 4'-9` 3'-I' 5'-I1" 3'-I" 5'-I1' 3'-1" 4'-9' OTHERWISE.
PLYWOOD ROOF,WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS � 9=�
AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE z
SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
42 -11 ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER - H I cn BENDING STRESS,Fb ■ 1;00 PSI (MINIMUM) O E, 0E
YOUNG'S MODULUS, E ■ 1,500000 PSI '.4
Roof= FLAN — C Y I— RE S S M O ID EL BRACING NOTES: �
SCALE: 1/4' ■ I'-0' 1. CROSS BRACING SHOULD BE LOCATED At NO MORE THAN 5'-0'o.c. °°
REPEATED AT EACH END OF BUILDING AND At 20'-0' INTERVALS.
2. BOTTOM CHORD LATERAL. BRACING SHOULD BE LOCATED AT NO MORE
THAN 6'-0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE ' • rs' � '.a
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
SPACING PERMITS. '+ " * r
'• ,aX
PROVIDE 1/8' 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
SPACING AT
PANEL EDGES - PREFABRICATED WOOD TRUSSES FROM ONE END OF: THE BUILDING TO THE OTHER AND SHOULD OVERLAP
24' ON CENTER SEE ROOF PLAN At LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN, 2'x4' GRADE
ADD 2.5 REINFORCEMENT BARS MARKED LUMBER NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE
FOR EVERY 8' OF DROP 4' x 8' COX PLYWOOD WITH NOS CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
:.:;:;.••r..:• 8HEATHING MIN. 19/32' THICK TRUSSES.
MAX. SPAN 24
STIRRUPS (REFER TO TIE BEAM SCHEDULE) 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH c.8D NAILS • 4'o
' • AS SHOWN ON ROOF FRAMING PLAN.
SEAL:
ROOF TfRU65 ANCHOR LEGEND
or
PROVIDE 2'x4' BLOCKING • ACTUAL ENJGHES DTC SCRAP w/9-I00 x I-L/1' TO TRUSS 4 �d x I-I/2' t0 SEAT PLATE
.�'::: :, •. UPLIFT O STRAP CAPACITY 1365•(DADE APPROVAL •98-011103)
ALL PLYWOOD SEAMS, 48' BACK •
NAIL SEAM w/ 10d • 4' o.c. EA. SIDE • ONE HUGHES OTC STRAP w/9-I0 x In' NAILS TO TRUSS PLUS ONE HUGHES
8' O TA 20 TRUSS ANCHOR w/8-10C x I-I/2' CAPACITY FOR CONNECTION
REQUIRED
LATERAL BRACING SEE ANC1IOR L365 +1335 ■ 2100•
DROP TIE BEAM • WINDOW EXTEND DROP OF TIE BEAM 2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET. B/E ■ BOTH ENDS OF TRUSS HUGHES RT 18112 w/14-10d NAILS UPLIFT CAPACITY 11260 DATE: 7/28/2000
AND DOOR OPENINGS 8' BEYOND SIZE OF OPENING W/ 2-16d NAILS • EACH TRUSS O (DADE APPROVAL •98-011103)
AT EACH END UNO ■ UNLESS NOTED OTHERWISE DRAWN BY: A. D.
8d NAILS AT 6'o.c. AT PANEL EDGE T = GRAVITY LOAD
OPENING FOR WINDOW, DOOR AND INTERMEDIATE SUPPORT TYP ' TYPICAL O TO THOS 26 w/ Gn2 NAILS TO LEDGER AND 14 i0d x 1-I/2'NAILS CHECKED BY: C. D.
t0 TRUSS.CAPACITY G=2335 U 1285•(DADS APPROVAL •95-0818.15)
8' OR SLIDING DOOR SEE FLOOR IAA SPACE At PANEL ENDS 4'o.c. • EDGES.
PLAN 4 ELEVATIONS =..` SCALE: 1/4" = V-0"
OSIMPSON HURRICANE CLIP HI w/4-Sd NAILS
CAPACITY (U■490•)(DADE APPROVAL '91-01015)
SEMCCI THDS 26 w/TYPICAL TIE 5E AM D IROF AT Ofi'E1�1(NG6 PLYWOOD NAILING D E TA I L Os (0)MASONRY WALL AND 14`Wd x 1-In'NAILS' S TO FAM.'�' L°"G t0 SHEET
SCALE: N.T.S. SCALE: KT,S. CAPACITY G■2645•U■22150(DADE APPROVAL *95-0818.15)
S - 9
NOTE:
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
ALL DIMENSIONS WITH ARCHITECTURAL OWES.
PROJECT No.:
CADD FILE: