00-0496-039 'I
REVISIONS:
w ' w �' CONCRETE 5EA'1 SCHEDULE
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O O Cpl 9� j REINFORCEMENTS
L � L 1 111248 .J � Lu
-U Q 1 �- Lu •3 STIRRUPS REMARIGS
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1 �- 1985 2721 2 (�/ p- w ' 7E
2
--� G■1800" 2 • G■2500"
1 G■2922 42'-11' 550 j u 2'x4' 02 SOUTHERN YELLOW TB-1 A 9'-8' 8' 12' 2-+5 - 1-5 - SEE NOTES BELOW
550 1 _ _ _
1 PINE CROSS BRACING MEMBERS
FASTENED t0 TRUSSES W/2-16d
1 _g
/(0'-rj, S'-11' 1 NAILS EACH END
TB-2 A 18'-0' S' IZ' 1-5 2-5 SEE NOTES BELOW
-�0 1 10 l 7 4
(REFER t0 TRUSS NOTES AND TRUSS
1 LAYOUT FOR LOCATION) RB A VAR 8' 11' Z-5 - 2-5 - SEE NOTES BELOW
8' 1 B-I B 9'-8' 8' 36' 2-5 4-5 1-01 0 12' OTC.
1
I TB-Z TB-Z I ; B-2 B 9'-8' 8' 16' Z-5 Z-�'1 6' O.C. QO
I I
�� 5-3 13 9'-8' 8' 20' 2-5 Z-5 2-01 0 8' O.C. �
\ / i 4-I/1' O.C.
I �� ��� I `r 2'x4' CONT. LATERAL WOOD BRACING B-4 B 9'-8' 8' IZ' 2-5 - 2-5 +. Q;
----------I�----I---+---I— --f--- ----I----Ie;---I----II NAILED TO BOTTOM CHORD MAXIMUM
C
6'-0' SPACING AND AS REQUIRED BY TRUSS
/ \ MANUFACTURER R'
n \
_
TYPICAL X-5RAC INCA IREFELAYOUT FOSR LOCATION)
SCALE: TRUSS 0 ►—� �
-
\,, 28x4" /E \ SCALE: N.T,S.
DI RACE 2'x4' I B�----------- ---+---do l2) Ibd NAILS EACH MEMB R
I I W -A TYPE-Z'x4' GOVT.LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM\ I 1 I I Ir-- - 6 MANUFACTURER REQUIRED BY 8E AM TYPES W �
0 � �- \ j � (REFER TO TRUSS NOTES AND TRUSS
� - \\ / _ LAYOUT FOR LOCATION) GONGI?ETE BEAM NOTES:AND APPROVE ~�
I. ARCHITECT O REVIEW
IL---�- - ---i----II E-'� ►--�
---------------If--��li� -+---1- 4- - ----I--- -
a 5-10 I I I � � do. \ _ ALL BEAM ELEVATIONS AND BEAM DEPTHS. �
Q // \ 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o= Q
\ AT ALL CORNERS, EA WAY, AND 48'ora REMAINDER �, «Ρa4
'
'81 '-0' MAX E \\ 3. PROVIDE (2) M5 x 60' CORNER BARS, ��
jI I I I I I 1 I I 'l\ II-- - BENT 30' EACH WAY * ALL CORNERS. 0 L\2
- - GENERAL TRU55 AND WOOD NOTE5
I I�\-- ---�----�-- - - ---I+----I- +---1��'= oTA -�- -+ -I-- �II
\` / _ REFER TO TRUSS ENGINEERING PLANS FOR EXACT TR�ISS LOCATIONS A-+
cn ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 • 5 FILLED CELL
/ 24' o:c. DIRECTLY (BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
(OVERLAP o SPLIC S) PRE-ENGINEERED WOOD TRUSS BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
TB-Z GIRDER i PLAN VIEW THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
TYPICAL C AL. L.ATE t��� �I��C� S I � I C� It IS YOUR RESPONSIBILITY t0 NOTIFY THE ARCHITECT IN WRITING �
_ AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
SCALE: N.T.S. ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR
I�---I---+---I--- ---+----I--- i�---I----il
to_
1985 790 I . \ I CD/C550 �r MANUFACTURER SHALL T LSO LABEL ALL LOADS AND UPLIFTS ON c CO
1 2 1 �` PRELIMINARY DRAWINGS SENT TO OUR OFFICE. CO
G■180 G■124V
1 I ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE w
TB_Z TB•2 I SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE ..
550 OF WITHSTANDING A UPLIFT LOAD OF '150 L138. W
WITH CONCRETE OR MASONRY' AND AT OTHER LOCATIONS AS W W g
1 WOOD M CONTACT WI RE Z
550 550 SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE
2721 1248 2 2 TREATED z
1 1 1 IN ACCORDANCE WITH AITC-109.MEMBER SIXES SHOUN ARE NORMAL UNLESS NOTED Z
2
G=2922• TYP. B/£ G- OTHERWISE. W 0-4 .-
_ _ • - ' 3'-1' S'-I l" 3'-I' 4'-9' PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS �► AO
2'-I1 4 9 3 1 5 II
AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE z Z o CQ
SOUTH FLORIDA BUILDNG CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. F
ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER �D H .I
42'-11'
BENDING STRESS,Pb ■ 1$00 PSI (MINIMUM)
YOUNG'S MODULUS, E ■ 1,50000 PSI 0 cn 04 ~ �`
ROOF FLAN - ROYAL MODEL ►�
P4
SCALE: 1/4' 1'-0' BRACING NOTES:
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 BRACNG SHOULD BE LOCATED AT NO MORE •`' ,
cf
THAN 6'-Vac. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE �, • ,
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE `., e��►
PROVIDE 1/8' 11A SPACING PERMITS. G r
SPACING AT R }
PANEL EDGES PREFABRICATED WOOD TRUSSES 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
App 2+5 REINFORCEMENT BARS 24' ON CENTER SEE ROOF PLAN FROM ONE END OF THE BUILDING TO THE OTHER 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
�. . SHEATHING MIN. 19/32 THICK MARKED LUMBER NAILED WITH A MIN TWO Ibd NAILS, IN ACCORDANCE
V.
STIRRUPS (REFER TO TIE BEAM SCHEDULE) '• ' r:. MAX. SPAN 24' WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
TRUSSES.
4. BLOCK ALL PLYWOOD SEAMS WITH Z' X 4' (LAID FLAT)WITH 8D NAILS 4'o.c.
• .
�.•. . , , ' AS SHOWN ON ROOF FRAMING PLAN.
SEAL:
• '
ROOD TRt�88 A11CORC� 1EN1D
'� '• PROVIDE 2'x4' BLOCKING •
ALL PLYWOOD SEAMS, 48' BACK ACTUAL
NAIL SEAM w/ 10d � 4' o.c. EA SIDE O HUCsI-ES OTC STRAP w/9-�D x 1-I/1' t0 TRUSS 410d x I-i/1' t0 SEAT PLATE
8' UPLIFT • STRAP CAPACITY 1365'(DADE APPROVAL a98-01I1�3)
BEAM WINDOW EXTEND DROP OF TIE BEAM LATERAL BRACING SEE 0 ONE HUCsd-{ES OTC STRAP w/9-10 x IR'NAILS TO TRUSS PLUS ONE HLIGHES
TIE E
AND DOOR OPENINGS 8' BEYOND SIZE OF OPENING 2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET. REQUIRED O 13 20 TRUSS ANCHOR w/8-10C x I-I/2' CAPACITY FOR CONNECTION
At EACH END W/ 2-16d NAILS EACH TRUSS ANCHOR 1365 +1335 = 2100
OPENING FOR WINDOW, DOOR 8d NAILS AT 6'o.c. AT PANEL EDGE B/E • 130TH ENDS OF TRIES O3
NUCs�B RT 18111 w/ 14-I0d NAILS UPLIFT CAPACITY I116* DATE: 7/28/2000
8' OR SLIDING DOOR SEE FLOOR AND INTERMEDIATE SUPPORT UNO = UNLESS NOTED OTHERWISE (DADE APPROVAL @W-0111D3) DRAWN BY: A. D.
PLAN 4 ELEVATIONS I/Ifo' SPACE AT PANEL ENDS ,. 4'oz. a EDGES. G • GRAVITY LOAD
TYP = TYPICAL O SBIW THOS 26 w/ 0-16d NAILS TO LEDGER AND 14 Wd x 1-1/1' NAILS CHECKED BY: C. D.
4 TO TRUSS.CAPACITY G=2335'U=11850(DADE APPROVAL 055-0818.15)
SCALE: 1/4" = 1'-0"
TYPICAL TIE 8E Al"I D ROF AT OPEN INCAS SMPSON HURRCANE CLIP HI w/4-Od NAILS
PLYWOOD NAILING D�TA I�
CAPACITY (U=4900(DADE AF19WVAL 451-010105)
SCALE: N.T.S.
SCALE: N.T.S.
O SEhiCO THDS 26 (D)w/IS-Ibd NAILS TO LEDC:ER AND 14 10d x I-i/2'NAILS SHEET
TO TRUSS.CAPACITY G=26450 U=2115'(DADE APPROVAL "95-0818.15)
S ® 6
NOTE:
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
ALL DIMENSIONS WITH ARCHITECTURAL DWGS.
PROJECT No.:
CADD FILE: