00-0497-048 REVISIONS:
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o 3 o CONCRETE 5EAM 5CHEDULE
ay
1248 : to REINFORCEMENTS
J,K� TYP. B/E 2516 1
1�J w
1985 2721 2 ; � 3 STIRRUPS REMARKS
2 2 G 2500 p
Lu
G=1800 G=2922+' 42'-I1'
M +-ti i �- F
550 1
550 B 1 TB-I A 9'-8' ON 12' 2-5 - 2-45 - SEE NOTES BELOW
1 2'x4' 02 SOUTHERN YELLOW
" " - PINE CROSS BRACING MEMBERS
-� 4 -8 -5 1 FASTENED t0 TRUSSES W/2-16d TB-2 A 18'-0' 8' 12' 2-5 - 2-5 - SEE NOTES BELOW
1 NAILS EACH END
" 1 (REFER TO TRUSS NOTES AND TRUSS RB A VAR ON 12 2-5 - 2-5 - SEE NOTES BELOW
1 LAYOUT FOR LOCATION)
1
5-1 B 9'-8' be 36' 2-5 4-05 2-01 s 12' O.C.
. I TB-1 TB-2 I j •
I I 1 1 B-2 B 9'-8' 8' I6' 2-05 - 2-01 a 6' O.G. O 0
\ 1
5-3 B 9'-8' be 20' 2-05 2-5 2-01 9 8' O:G.
1L---1- -j� ---�----------II----I----F---I- --f do.-f----I----Ir;---f----II 1 B-4 B 9'-8' 8' 12' 2-5 - 2-5 a 4-1/2' O.C. W
2'x4' CONT. LATERAL WOOD BRACING
NAILED t0 BOTTOM CHORD MAXIMUM
/ \ j 6'-0' SPACING AND AS REQUIRED BY TRUSS
MANUFACTURER
T�I I C A L X-51RA G I I G (REFER
LAYOUT T RUBS TES AND TRUSS
2'x4' DIACs NAL RACE 2'x4' IAGO AL B CE \ _ j SCALE: N.T.S.
do. (2) 16d NAILS EACH MEMBER
TYPE-A TYPE-5
lu
,°n
- 1 \'� 1 I I I X/ I t— - (L' I I 2'x4' CONT.LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM 5EAM TYFE5 W
I I 6'-0' SPACING AND AS REQUIRED BYL�'--i'
TRUSS MANUFACTURER CONCRETE AM NOTES:
-
(REFER TO TRUSS NOTES AND TRUSS
5-10 1L--_1_ _�----�-- --- --�}--- - � �_F_--�- -1"-- --- ---� --�1 I I LAYOUT FOR LOCATION) 1. ARCHITECT TO REVIEW AND APPROVE -
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ALL BEAM ELEVATIONS AND BEAM DEPTHS.
2 4' 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'oz.
� -
I AT ALL CORNERS, EA. WAY, AND 48 oz. REMAINDER. � W
y 1.
�.
3. PROVIDE (2) 05 x 60 CORNER BARS,
• • y Y �'•'^' per+.__ .,^
BENT 30' EACH WAY g ALL CORNERS.
--
/ \ I I 1 4-71.4 o
2x6 _AT_E L B
I I I I 6'-0 Oz. _
---------------- -----If----I- -I----1--- -�----I- -I---�II
I I REFER t0 TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
`r ALL GIRDER TRUSSES SHALL At A MINIMUM HAVE 2 0 5 FILLED CELL
I I
V. /X/ _ m 24' oz. DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
GIRDER / I I (OVERLAP 6 SPLIC S) PRE-ENGINEERED WOOD TRUSS BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING:
/ I 1 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
LATERAL PLAN VIEW IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
I�---I---+---I----F---+----I----I�`--I----II - I I TY I CAL �C S�� I C AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
550 1985 790 I dO' \\ I �' 1 I ARCHITECTURAL LAYOUT. FAILURE TO 00 SO SHALL VOID OUR
-1 ) 2 1 \
�t I I 'E' NTS' APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS `,� LO
G=18000 G=12400 \
\ 1 I MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON ~+ � CO CO
- - I I I j j PRELIMINARY DRAWINGS SENT t0 OUR OFFICE.
T15-2 T15-2 I j j ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE rn
550 SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE ^
1 OF WITHSTANDING A UPLIFT LOAD OF '150 LBS. ��yl W W �
WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS
SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED �C
550 2721 1248 2516 550 W Z g + Z
1 2 1 2 1 IN ACCORDANCE WITH AITC-109.MEMBER SIXES SHOWN ARE NORMAL UNLESS NOTED w Z T c n
G=29220 TYP. B/E G=25000 OTHERWISE.
4'-8" 3'-4" 4'-4" 4'-9" 3'-I" 7k 5'-11" 3'-1' 5'-I1" a A
PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS � o �
AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE
j �
42 -11 SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. "-� U Z P
ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER
BENDING STRESS,Fb = 1,200 PSI (MINIMUM) O o � 1
YOUNG'S MODULUS, E = 1,500,000 PSI co .5 x ^
ROOF FLAN - CYFI�E SS �0D E J--. BRACING: NOTES: � U Z m
SCALE: 1/4' = I'-0' 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'o c. Q �
REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS. O Q•d a
2. BOTTOM CHORD LATERAL. BRACING SHOULD BE LOCATED AT NO MORE Q
THAN 6'-0'oc. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE -�
TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE 7
SPACING PERMITS.
PROVIDE 1/8' 3. CONTINUITY BOT'T'OM CHORD LATERAL BRACING SHOULD BE CONTINUOUS •,• t-
SPACING AT FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
PANEL EDGES _ PREFABRICATED WOOD TRUSSES AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
24' ON CENTER SEE ROOF PLAN
ADD 205 REINFORCEMENT BARS =".' MARKED LUMBER NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
FOR EVERY 8' OF DROP %�: .�:" 4' x 8' CDX PLYWOOD WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
SHEATHING MIN. 19/32' THICK TRUSSES.
STIRRUPS (REFER TO TIE BEAM SCHEDULE) ;�. :"�: MAX. SPAN 24'
4. BLOCK ALL PLYWOOD SEAMS WITH 2 X 4 (LAID FLAT) WITH 8D NAILS G 4'o.c.
AS SHOWN ON ROOF FRAMING PLAN.
SEAL:
a.
ROOF TRU55 ANCHOR' LEGEND
•
• ACTUAL
• PROVIDE 2'x4' BLOCKING O HUGHES DTC STRAP w/9-101) x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE
•,.'' :,. ' UPLIFT 1 STRAP CAPACITY 13650(DADE APPROVAL 098-0111D3)
ALL PLYWOOD SEAMS, 48' BACK 0
NAIL SEAM w/ 10d a 4' oz. EA. SIDE 0 ONE HUGHES DTC STRAP w/9-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
8. REQUIRED O TA 20 TRUSS ANCHOR w/8-10C x 1-1/2' CAPACITY FOR CONNECTION
LATERAL BRACING SEE ANCHOR 1365 + 1335 = 21000
DROP TIE BEAM a WINDOW EX'T'END DROP OF TIE BEAM 2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET. HUGHES RT 18112 w/ 14-10d NAILS UPLIFT CAPACITY 11260 DATE: 7/28/2000
AND DOOR OPENINGS 8' BEYOND SIZE OF OPENING B/E ' BOTH ENDS OF TRUSS O
At EACH END W/ 2-16d NAILS �► EACH TRUSS UNO = UNLESS NOTED OTHERWISE 3 (DARE APPROVAL 098-0111 3)
G = GRAVITY LOAD DRAWN BY: A. D.
8d NAILS AT 6'oc. AT PANEL EDGE TYP = TYPICAL SEMGO THOS 26 w/18-16d NAILS TO LEDGER AND 14 10d x 1-1/2'NAILS OPENING FOR WINDOW, DOOR AND INTERMEDIATE SUPPORT O t0 TRUSS.CAPACITY G=23350 U=12850(DADE APPROVAL 095-0818.15) CHECKED BY: C. D.
8' OR SLIDING DOOR SEE FLOOR 1/16' SPACE At PANEL ENDS : 4'oc. EDGES.
PLAN t ELEVATIONS
' '• SCALE: 1/4" - V-0"
OSIMPSON HURRICANE CLIP HI w/4-8d NAILS
CAPACITY (U=4900)(DADE APPROVAL 091-010105)
TYPICAL TIE 5E AM DROP AT OFEN ING5 FL YWOOD NAILING DETAIL SEMCO THDO 26 (D)w/(6)1/4' DIAM.TAPCONS x 3-1/2' LONG TO
O MASONRY WALL AND 1410d x 1-1/2'NAILS TO TRUSS. SHEET
SCALE: N.T.S. SCALE: N.T.S. CAPACITY G=26450 U=22150(DADE APPROVAL 095-0818.15)
S - 9
NOTE:
CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
ALL DIMENSIONS WITH ARCHITECTURAL OWGxS.
PROJECT No.:
CADD FILE: