00-0496-032 -� REVISIONS:
Q
2516 1248 2721
DAVE COUNTY 9-05-
2 1 2 C
550 G=2500 B/E TYP. G=2922" CONCRETE BEAM 5CHEDUL E 3 d-�-mi SOC
1 ................................... .............................. ...............•-------..............-------..................................---------- .. . .._T %.......................... ............................................... ..... ..........
N 550
REINFORCEMENTS
:r
:� ..;G�" ;f . ...:w I'" 3 ..., 4 ... 3 STIRRUPS REMARKS
.............................. .................... .. . .....................................................
''........... .................................. ..... ....... <......................... ... ....................... .....,r........................................ ' 2'x4' "2 SOUTHERN YELLOW Q "
,?�'-- Vin:...... �: . • oI
19/32 EXTERIOR GRADE PINE CROSS BRACING MEMBERS dT } 0
W ? W FASTENED TO TRUSSES W12-16d u� w
PLYWOOD SHEATHING NAILED
TO TRUSSES w/ 10d QO QO NAILS EACH END(RE TB-I A '-8' an 11' 2-5 - 2-5 - SEE NOTES BELOW
NAILS * 4' oz. TB_Z � q � LAYOUT FOR LOCATION)
D TRUSS 9
ON)
TB 2 I � I �
i ; . I , • : * I ;*! ' t I' i :* TB-1 A 18'-0' 8' t2' 2-5 - Z-5 - SEE NOTE BELOW
1 1 1 1 1 1 1
.! \ RB A VAR 8 11 2-5 - 2-5 - SEE NOTES BELOW
- 2-5 4-5 2-01 12' O.C. ARCH BEAM w Q
IF--- +-- ---- ---1---- ---�----I --4----I----II �n .- 1
1 VN
-
/ - 1
. 5-2 B 9'-s' 8' 16' 2-5 1-•1 a 6' O.C. 0
2x4 CONT, LATERAL WOOD B GI
NAILED TO BOTTOM CHORD MAXIMUM 5.3 B 9'-8' s' 20' 2.5 2-5 2-•1 , 8' O.C. W
- 1985 550 1 6'-0' SPACING AND AS REOUIREDI BY TRUSS
' 2'x ' Dt ONAL 15RACt 2 1 1 MANUFACTURER
750 - - // - G•1800" TYPICAL C L _ Cz� C(N (REFERATTRUFOR NOTES TRUSS 5-4 B IS'-0' 8' 11' 2.5 - Z-'5 5' O.C. �--�
i 1 / 1..J
B/E 4 a II�---F- -1----F---F---- ---+----I---+- -I----II SCALE: NTS.
i do. _ B-5 C 9'-S' 8' 24' 2-5 2.5 2-•1 � I0' OZ. ARCH BEAM .�'
(2) 16d NAILS EACH MEMBER I
5GI i GIRDER :. -... ----
2'x4' X BRACE _ ' ` * '
i ! \ i
i • w �
2'x4' CONT. LATERAL WOOD BRAGMG U�
i 1 NAILED TO BOTTOM CHORD MAXIMUM w
b'-0' SPACING AND AS REQUIRED BY DIAGONAL BARS �� a
W 1 i i :::::: TRUSS,MANUFACTURER
EACH FACE r� G�
lx) (REFER TYPE-A TYPE-5
CIO, LAYOUT LOCATION)
� O
ARCH BEAM Q
4
w TYPE-C GL',
I is a � W
� [ul
— =1240' I I► BEAM TYPES
� f-
�, SCi 300 / 2' 4' x- RAC 1
if 3 / 2'x4' TAG ALB GE �� CONCRETE BEAM NOTES:
/ 1. ARCHITECT t0 REVIEW AND APPROVE
j B-4
/ - / 2'x6' LATE LL B CE I I I it _ ALL BEAM ELEVATIONS AND BEAM DEPTHS. Q
I -1- �-- I;--+---I-----F---E----1--- --- --- ------ ----�
-- m 6 - o.c. MAX. I / 2. TIE BEAMS SHALL HAVE l4) •3 TIES At 12'o,c. w C� 0-''
w / ......... ............... AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER �Z
5-3 / - 3. PROVIDE (2) • x 60' CORNER BARS,
5 L�J
BENT 30' EACH WAY 0 ALL CORNERS. C�
24' oz,
w (OVERLAP * SPLIC 5) PRE-ENGINEERED WOOD TRUSS
1 � II — — ..� � PLAN VIEW �N WOOD NOTES �
sk -- ------ ------- C C If
. IF---- --��t----1---+---I---- ---1----t--- ----FF- 1 \ GENERAL T�l� S D
do. TYPICAL LATERAL BRACE 5PL ICE
SCALE: RTS. ALL GIRDER $ ESiNECsSIN ARINN Wu PLANS FOR HAVE 2 "�5SFILLED AC LOCATIONS
1 , : : 1 1 1 : � I� ' I ; '1.. 11' �* : I ' ,`�'; M DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
TB- G2
BETWEEN THE TRt,ISS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
TB-2 O I THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
IT 15 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING i j M 1 1 1 IN
550 2516 1248 1986 550 2'x4' X-BRACE AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ►►� � ap
1 2 1 ARCHITECTURAL LAYOUT. FAILURE TO DO $O SHALL VOID OUR ko M 1
2 1 w/ 2-16d NAILS AT EACH ^�
" G=1800" ANCHOR OUTLOOKER TO CONNECTION. APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS a
G=2500 TYP, B/E 1 d f�
" TRU55 W/ ONE (I) 5EMC0 MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
- -: - - 014CP HURRICANE ANCHOR 19/32' CDX SHEATHING. REFER TO PRELIMINARY DRAWINGS SENT TO OUR OFFICE. � a � •^d�
-O' 1345 FASTENED EA SIDE W/ PLYWOOD NAILING DETAIL FOR
4-8d NAILS NAILING PATTERN. W
W
1 2x8 STRUCTURAL
ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
W4 �
T r
FASCIA H -1� OOKER SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE W z a z
- AT C OU L '
..........................:..
.Fr----------------------- -------------- ---------- - ---------- ------------ ------------- ------------- ------------ - ------------------- - ---------- OF WITHSTAND ING A UPLIFT IFT LOAD OF 150 LI35. � Z I Cf) t�
,�N - LAUREL MODEL 2'x4' LATERAL BRACING iv 4'-V oz. WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS
ROOF FLAN L NAILED TO EACH TRUSS AND
1.O SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED ►-7 A
I'-0' BLOCKING w/ 2-16d NAILS.
SCALE: 1/4'
2'x6' LOOKOUT +� 24' o c. IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED app N
OTHERWISE. :Z) Z w r-
IN A DESIGNED AS DIAPHRAGMS U ' cn N
8x12 CONTINUOUS PLYWOOD ROOF, WALL AND CEILING SHEATHING RE DES
CONCRETE RAKE BEAM, U)
.,�. AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE
A 2.5 REINFORCEMENT BARS
DD SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. 0 H O d'
FOR EVERY 8' OF DROP %r: "5 * 46' oz. � a x �
' � ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER .-.
', a•:, 8'x8'xl6' CONCRETE MASONRY
TI (REFER TO TIE BEAM SCHEDULE) �•,. BENDMG STRESS,Fb = 1,200 P$1 (MINIMUM) a U z ko
STIRRUPS RE
TOP OF PRE-ENGINEERED WOOD TRUSS YOUNG'S MODULUS, E = 1,500,000 PSI
1 CONCRETE BEAM — 24'or-
EL. +19-11' BRACING NOTES:
_4 APPROVED STRAP SEE
ANCHOR LEGEND 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'04.
�.+.. . REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
.A •
5-4 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE b 4
T5-2 THAN 6'-0'O.C. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE k i°
STEEL COLUMN TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
8. 4x4 xi/4 _
SPACING PERMITS. '�•
AM m WINDOW EXTEND DROP OF TIE BEAM 2'x4' BLOCKING ATTACHED TO MASONRY WALL
tl W D w/ (2) 1/4' DIAM, x 3-3/4' LONG. TAPCON SCREWS. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
DROP E BE
A OOR OPENINGS 8' BEYOND SIZE OF OPENING ! FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP J'• ��
ND D AT EACH END AT LEAST ONE TRU55 SPACE FOR CONTINUITY, USE MIN. 2'x4' GRADE
OPENING FOR WINDOW, DR MARKED LUMBER,NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE
8' OR $LIDING DOOR SEE FLOOooR I i/ P IGC�Y BACK DETAIL TRUSSES.
WITH NDS CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
PLAN 4 ELEVATIONS PROVIDE 8
$PACING At SCALE: NT.S.
PANEL EDGES 4, BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH SD NAILS * 4'o.c. SEAL:
TYPICAL TIE BEAM DROP AT O PEN I NCB5 PREFABRICATED WOOD TRUSSES AS SHOWN ON ROOF FRAMING PLAN,
SCALE: N.T.$. 4' x 8' CDX PLYWOOD 24' ON CENTER SEE ROOF PLAN
SHEATHING MIN, 19/32' THICK ROOF TRU55 ANGI40R LEGEND
MAX. SPAN 24'
(4) 3/4' DIAM. x 1' LONG J BOLTS
w/ 3' HOOK. ACTUAL
� UPLIFT HUGHES OTC STRAP w/9-I0D x I-1/2' TO TRUSS 4 I0d x 1-1/2' TO AT PLATE
O STRAP CAPACITY 1365•(DADE APPROVAL OW-011103)
r
8'
• ONE HUGHES OTC STRAP w/ 9-10 x 1/2 NAILS TO TRUSS PLUS ONE HUGHES DATE: 7/28/2000
O TA 20 TRUSS ANCHOR w/8-100 x 1-1/2' NAILS TO TRUSS CAPACITY FOR
tP- 3/4 REQUANC OR CONNECTION. 1365 + 1335 = 2100• DRAWN BY: A. D.
PROVIDE 2'x4' BLOCKING O HUGHES RT 16112 w/ 14-1001 NAILS UPLIFT CAPACITY 1126•
ALL PLYWOOD SEAMS, 48' BACK B/E = BOTH ENDS OF TRUSS 3 (DADE APPROVAL •98-011'1.03) CHECKED BY: C. D.
NAIL SEAM w/ 10d 0 4' oz. EA. SIDE G = UNLESS NOTED OTHERWISE
G = GRAVITY LOAD SCALE: 1/4" = t'-0"
TYP. TYP = TYPICAL O SEMCO THOS 16 HAINGER w/18-bbd NAILS TO LEDGER AND 14 Od x 1-1/2' Nk
1/4' $ LATERAL BRACING SEE 4 NAILS TO TRUSS. CAPACITY G=2335•U=1285•(OADE APPROVAL 095-0818.15)
2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET,
SHEET
TYP. W/ 2-16d NAILS m EACH TRUSS
1/4'
Sd NAILS AT 6'o.c, AT PANEL EDGE
AND INTERMEDIATE SUPPORT S - 3
1/16' SPACE AT PANEL ENDS 4'o,c. 0 EDGES. NOTE:
STEEL COLUMN CONTRACTOR SHALL COORDINATE AND VERIFY
A'x4'xl 1A' ALL DIMENSIONS WITH ARCHITECTURAL DWG$. OF SHEETS
5TEEL COLUMN CAP DETAIL , PLYWOOD NAILING DETAIL
SCALE: 5-3 PROJECT No.:
N.T.S.
SCALE: N.T.S. CADD FILE: