00-0497-035 _ _
�tVicIONS:
2721 1248 2516 0 /
2 1 2 Q DE COUNTY 9-08-
G=2922" B/E TYP. G=2500" - ^
550 CONCRETE BEAM 5CNEDULE
^
............................................................................ .................................................. .......................................................................................................................................................
550 � C14
REINFORCEMENTS ^ ^
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'_.�" 3' 1'' ................... i'_-1 `�,....................................................................................... ..................
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W z i 2'x4' 02 SOUTHERN YELLOW t= w •3 STIRRUPS ^^ REMARKS ^^ ^
19/32' EXTERIOR GRADE PINE CROSS BRACING MEMBERS Fd 4j ? 0
Q z Q PLYWOOD SHEATHING NAILED FASTENED TO TRUSSES W/2-16d w � 0 w Q
q 0 TO TRUSSES w/ 10d ; NAILS EACH END 0 F' w a �- E
1 I TB-2 1 T -2 NAILS m 4' o.G. (REFER TO TRUSS NOTES AND TRUSS TB-1 A 9'-8' 8' 12, 2-05 - 2-05 SEE NOTES BELOW
\......................... LAYOUT FOR LOCATION)
Q 1 ( i l i Ili ili I i ( i i Ii ® I ■'
. : ii i
i ' V
r
}- j TB-2 A 18'-0' as 12' 2-05 SEE NOTES BELOW
J I t�� RB A VAR 8' 12' 2-05 - 2-05 - SEE NOTES BELOW -�
1 :::::: II----I----} -- I----I----1---4---}--- � -I----II ® ..
1 F- B-I C S1.6111 all 361 2-05 4-05 2-01 0 12 O.C. ARCH BEAM � Q
5-2 B 9'-8' 8' 16' 2-05 - 2-01 6' O.C. �--�
2'x4' CONT. LATERAL WOOD BRACING
1 550 1985 i I I I I I I I I I Y\ - N i NAILED TO BOTTOM CHORD MAXIMUM
6'-0' SPACING AND AS REQUIREDIBY TRUSS 5-3 B 9'-8' as 20' 2-05 2-05 2-91 8' O.G.
'x4' D AGON L B CE 750 MANUFACTURER , W
G=1800" ` - - _ p I �j (REFER TO TRUSS NOTES AND TRUSS 5-4 B 18'-0' 8' 12' 2-5 _ 2-05 ! 5' O.C.
1 i I - I C 1. - B I\ C I N LAYOUT FOR LOCATION)
...... II- --I- +---I----I----I----F---1----I- - f----)II 3 g.4 B/E �; SCALE: N.T.S.
CIO. / B-5 C 9'-8' 8' 24' 1-05 2-05 1-01 10' O.C. ARCH BEAM
---- _ .s tai
.......................... (2) 16d NAILS EACH EMBER
Tl$-2 / M
GIRDER / 2'x4' X BRACE SCl
1 I
If I I I I 11 -
\ 2'x4' CONT. LATERAL WOOD BRACING r '
J 0 NAILED TO BOTTOM CHORD MAXIMUM
A hall.
6'-0' SPACING AND AS REQUIRED BY 2-05
/ :
' TRUSS MANUFACTURER
DIAGONAL BA •:;; ,
' ' (REFER TO TRUSS NOTES AND TRUSS EACH FACE
790
M: FOR LOCATION) TYPE-A TYPE-
LAYOUT O t�
/ pd ARCH BEAM 0
:
TYPE-C
fi
IL02 '- � ....... 11 j/ =1240 II I I I I \X CIF-- - _ ........ .......:•� IUUC-))) ^ �M ��°. / I 'x4' X!-BRAGI E 300 # SGI ��-` co
BE PE5
- / 10'-0' o.c. M X. a--�
CONCRETE BEAM NOTES:
/ 2'x4' DIAL NAL B CE 3 a--�
1 I
-
2x6 LATE L B CE 1. ARCHITECT TO REVIEW AND APPROVE
�\--- I ------ --- --- ---F----I--- I----I---+---I---+ -I-- �II 5_10 A ALL BEAM ELEVATIONS AND BEAM DEPTHS. Q
�s 6'-0' o.c MAX. 1 a
2. TIE BEAMS SHALL NAVE (4) ,13 TIES AT 12'o.c.
w
A! - AT ALL CORNERS, EA. WAY, AND 4S'oz. REMAINDER.
3. PROVIDE (2) 05 x 60' CORNER BARS, 0 ��
BENT 30' EACH WAY 0 ALL CORNERS.
� I /
- QQ
O
' w \�� // (OVERLAP -0 SPLIC S) PRE-ENGINEERED WOOD TRUSS
It-
' II t7 I 1 I / - - i PLAN VIEW
icy ------- ------ ----N---4---I----1---f----I---+---I----k�---I----II '----........................--••------`�'
I d0. , ® T�'i=IC;AL LATERAL BRACE 5PL ICS C��N�R,4L TRU55 AND 1�00D NO�"�5
i SCALE: N.T.S. REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
I I ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 0 5 FILLED CELL
illy . ' ill iilii ®® . I `•I �iili `
DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
..........................................................................
1
LID TB-2 TB-2 C2 1 BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
2'x4' X-BRACE THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
w/ 2-16d NAILS AT EACH
ANCHOR OUTLOOKER TO CONNECTION. IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
550 1986 1248 2516 550 TRUSS W/ ONE (1) 5EMC0 AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM CO ko
1 2 1 2 1 OHCP HURRICANE ANCHOR I9/32' COX SHEATHING. REFER t0
G=1800" FASTENED EA SIDE W/ ARCHITECTURAL LAYOUT. FAILURE TO DO SO SHALL VOID OUR
to CO I
GQ2500" NAILING PATTERN. DETAIL FOR APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS �,
TYP. B/E 4-Sd NAILS CO
2x8 STRUCTURAL n4
FASCIA W12-16d NAILS MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
w
AT EACH OUTLOOKER PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
-•�;` 1345 '' � W �
1
W
» A
LL tRUS t t
G=22'18 2x4 LATERAL BRACING a 4 o.c. S O RUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE W W ,� �
_.. _............._.. ..... ...........................................
t'-�" NAILED TO EACH TRUSS END SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE Z {3•, Z
BLOCKING w/ 2-16d NAILS. OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. C7
ROOF PLAN - LAUREL MODEL 2'x6' LOOKOUT � 24' o.c: W z I �
VxV WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS W a
SCALE: 1/4' = I'-0' CONCRETE RAKE IBEAM. SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED A
IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED
05 x0 48' o.c. OTHERWISE. Z a
. ; •; PLYWOOD ROOF,WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS U L
ADD 205 REINFORCEMENT BARS 8'x8'xl6' CONCRETE MASONRY AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE
FOR EVERY 8' OF DROP P: ..�:•.' SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. F O
TOP OF PRE-ENGINEERED WOOD TRUSS O ►-+
max
CONCRETE BEAM a 24o.c. ALL STRUCTURAL LUMBER t0 BE SOUTHERN PINE NO. 2 OR BETTER
STIRRUPS (REFER TO TIE BEAM SCHEDULE) ,'d.. �EL +19-11' -— • �
B-4 APPROVED STRAP SEE
BENDING STRESS, Fb a 1,200 PSI (MINIMUM) F•.� U Z
ANCHOR LEGEND YOUNG'S MODULUS, E = 1,500,000 PSI oa
CQ `.
. BRACING NOTES: O 4
5-4 I. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'o.c.
TB-2
STEEL COLUMN REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
4'x4'xI/4'
2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE
2'x4' BLOCKING ATTACHED TO MASONRY WALL THAN 6'-0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE i
w/ (2) 1/4' DIAM. x 3-3/4' LONG. TAPCON SCREWS, t0 THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE a
-
SPACING PERMITS.
DROP TIE BEAM 0 WINDOW EXTEND DROP OF TIE BEAM
AND DOOR OPENINGS 8' BEYOND SIZE OF OPENING 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
AT EACH END FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
P f C-�C->:�' 13,4CK D T,�I L At LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN, 2'x4' GRADE
OPENING FOR WINDOW, DOOR PROVIDE AT MARKED LUMBER,NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
8' OR SLIDING DOOR SEE FLOOR SPACING AT SCALE: N.T.S. '
PLAN 4 ELEVATIONS PANEL EDGES WITH NOS CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
p TIE i�C t� -t- TRUSSES.
T Y I - I C A L I I C 5 G AM D RO i A I OPENINGS � � PREFABRICATED WOOD TRUSSES 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH SD NAILS � 4'o.c. SEAL:
4 x 8 CDX PLYWOOD 24 ON CENTER SEE ROOF PLAN
AS SHOWN ON ROOF FRAMING PLAN.
SCALE: N.T.S. SHEATHING MIN. 19/32' THICK •
MAX. SPAN 24'
ROOF TRU55 ANCHOR LEGEND
(4) 3/4' DtAM. x 7' LONG J BOLTS l
w/ 3' HOOK. ACTUAL
UPLIFT O HUGHES OTC STRAP w/9-10D x 1-1/2 TO TRUSS 4 10d x 1-1/2 TO SEAT PLATE
8� STRAP CAPACITY 13650(DADE APPROVAL 098-0111.03)
M
ft 3/'4'' PROVIDE 2'x4' BLOCKING m + ONE HUGHES DTC STRAP w/9-10 x 1/2'NAILS TO TRUSS PLUS ONE HUGHES DATE: 7/28/2000
ALL PLYWOOD SEAMS, 48' BACK REQUIRED O TA 20 TRUSS ANCHOR w/8-100 x 1-1/2' NAILS TO TRUSS CAPACITY FOR
NAIL SEAM w/ 10d m 4' o.c. EA. SIDE
ANCHOR CONNECTION. 1365 f 1335 = 2'10(00 DRAWN BY: A. D.
B/E = BOTH ENDS OF TRUSS O HUGHES RT 18112 w/ 14-10d NAILS UPLIFT CAPACITY 11260 CHECKED BY: C. D.
UND m UNLESS NOTED OTHERWISE (DADE APPROVAL 098-0111.03)
TYP, LATERAL BRACING SEE G = GRAVITY LOAD SCALE: 1/4" = 1'-0"
114' $ 2x8 WOOD FASCIA NAILED DETAIL ON THIS SHEET. TYP = TYPICAL O SEMCO THDS 26 HANGER w/ 18.16d NAILS TO LEDGER AND 14 10d x 14/2'
W/ 2-16d NAILS EACH TRUSS NAILS TO TRUSS.CAPACITY G=23350 U=12850(DADE APPROVAL 095-0818.15)
TYP. ad NAILS AT 6'o.c. AT PANEL EDGE SHEET
1/4' AND INTERMEDIATE SUPPORT
1/16' SPACE AT PANEL ENDS ,: 4'o.c. tv EDGES.
. . : ' S ® 3
STEEL COLUMN '
d'xd'x l/d' NOTE:
PLYWOOD N A I L I NCB DETAIL CONTRACTOR SHALL COORDINATE AND VERIFY
5TH�L COLUMN C,�i= DETAIL 1 ALL DIMENSIONS WITH ARCHITECTURAL DWGS. -OF 6HFET;
SCALE: N.T.S.
SCALE: N.T.S. S-3
PROJECT No.:
CADD FILE: