00-0496-034 i
REVISIONS:
I
2516 1248 2721
DARE GOWTY 9-05-00
2
550 G=25000 5/E TYP. G=29220 GONCRETE 5EA I SCHEDULE
1 32'-6" 7 — io
04 550 REINFORCEMENTS
1
3'-Im' 3'-I' S'-9" 1'-lm' 3'-I` 4'-m" w
�'-I I Y 2'x4' V SOUTHERN YELLOW 16 l� 6 '3 STIRRUPS REMARKS
-1 PINE CROSS BRACING MEMBERS 7� >
19/32 EXTERIOR GRADE LU FASTENED TO TRUSSES Wa-16d qZ 3
PLYWOOD SHEATHING NAILED
. NAILS EACH END
TO TRUSSES w/ 10d 3 Q (REFER TO TRUSS NOTES AND TRUSS TB_I A 9'-8' 8' 12' 1-5 - 2-5 - SEE NOTES BELOW
NAILS * 4' o c. 2 1 TB_2 I LAYOUT FOR LOCATION)
T IS 1 I -1 -i �rY - -
`\ - TB-2 A 18'-0' 8' 12' 2-5 2-5 SEE NOTES BELOW
pRB A VAR, 8' 12' 2-5 - 2-5 SEE NOTES BELOIU Q;
m I IF--- -`��I---- ---I----I---+----I -+---I----II ion j B-1 C 9'-8' 8' 36' 2-5 4-5 2-01 • 12' O.C. ARCM BEAM
W
5-2 13 9'-8' 8' 16' 2-5 - 2-01 • 6' Ojc.
2'x4' CONT. LATERAL WOOD BRACING ' O
X I I I I I I I I \—NAILED TO BOTTOM CH 9
ORD MAXIMUM B-3 B '-8' be 20' 2-5 2-5 2-01 • S' Ojc.
1985 550 6'-0' SPACING AND AS REWIRED]BY TRUSS
/ 2'x ' DIA1111,4AL BRAG - 2 1 1 MANUFACTURER SS be 11 2-5 2-5
750 _ // G=1800� ��� C�4� X - � C I�t� (REFELAI�oU FOR LOO AtION) B-4 B 18'-0• _ • 5' O.C.
1 /
`r B/E _4 IIE----}- -I----+--- ----I--- ---I---+- -I----11 SCALE: N.T.S.
do. 5-5 C 9'-8' as 24' Z-5 2-5 2-0'I • 10 OTC. ARCM BEAM
E--�
SCI \\\
GIRDER TBF2
2'x4' X (2) lbd NAILS EACH MEMBER i
BRACE
1 \
\ I / 2'x4 CONT.LATERAL WOOD 15RACINS ►�
\ NAILED t0 BOTTOM CHORD MAX" W a
N TT��MAIIAFAACTURER REQUIRED BY DIAGONAL BARS U�
8 -- --- i----�- '�---H---1--- ---1�--- -
---- - --- -- 1 - - (REFER TO TRIES NOTES AND TRUSS - • EACH FACE A �+
0 ►n .� \ p� j do I \ '7 c1
LAYOUT FOR LOCATION) I7�E..A �-� AJ;rW BEAM � O
— Q 790 \\ TYPE-C
o =1240' 1.� ,�•�I I I I S
w n2
2'I 4' X- RAC I I II 1 \ — 0 ►.—
300 j • '-0' .c- M
3 // 2'x4' IAG B CE \\ CONCRETE BEAM NOTES:
- - / E I i \ _� I. ARCHITECT TO REVIEW AND APPROVE A
+ Z xb (LATE+- 8 _4--- --- --- ------ -� III _ ALL BEAM ELEVATIONS AND BEAM DEPTHS. a
77
0 1 \ 1661- ' o.c. MAX. 1 / Z. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o.0.
W // AT ALL CORNERS, EA. WAY, AND 48'o�c. REMAINDER. 0
p - 3. PROVIDE (2) 5 x 60' CORNER BARS,
1 1 / i t BENT 30' EACH WAY * ALL CORNERS. C�
W - 24' O.C.
\ / N (OVERLAP • SPLICES) PRE-ENGINEERED WOOD TRUSS A�
FLAN VIEW A--+
II----I--- ----I---+---I---- ---I---- --- ----I+--- - GENERAL TRU55 AND WOOD NOTES
------ ------- 1 TYPICAL LATERAL 5RACE SPLICE CIO. 1 �� REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
I el �\ SCALE: N.T.S. ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 •5 FILLED CELL
DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
I BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
550 2516 1248 1986 550 AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM CO
1 2 1 2'x4' X-BRACE
2 1 w/ Z-16d NAILS At EAC ARCHITECTURAL LAYOUT. FAILURE t0 DO SO SHALL VOID OUR � cM
G=2500" TYP. B/E G=1800
ANCHOR OUTLOOKER t0 CONNECTION. APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS � a �
I Y I Y 1 Y I Y 1 Y 1 Y I Y 1 Y TRUSS W/ ONE (1) SEMCO
41-4# 3 -1 3 -I 8 -ro 4 -3 MANt,PACtURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON 10 '01
I'-m" 1345 I'_m" 4H CP HURRICANE ANCHOR 19/32' COX SHEATHING. REFER TO ^
FASTENED EA SIDE W/ PRELIMINARY DRAWINGS SENT t0 OUR OFFICE. WW
PLYWOOD NAILING DETAIL FOR
1 2'x8' STRUCTURAL ALL NAILS NAILING PAtT1=RN. ALL TRU88 TO TRUSS CONNECTIONS SHALL BE THE FESPM5151LITY OF THE W W
42'-11' G=2278" FASCIA W/2-16d NAILS SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SHALL BE CAPABLE (� Z a z
AT EACH OUTLOOKER s
OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. Z 1
2'x4' LATERAL BRACING 4'-0' or_ WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATI
ROOF FLAN - LAUREL O� Y NAILED TO EACH TRUSS D
SCALE: 1/4' I'-0' 2 -m SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRE88U TREATED ►..7 A
BLOCKING w/ 2-16d NAILS. A
Z'x6' LOOKOUT a 24' oz. 00 IN ACCORDANCE WITH AITC-103 MEMBER SIXES SHOWN ARE NORMAL ESS NOTED a Z a �
OTHERWISE.
8'x12' CONTINUOUS
CONCRETE RAKE BEAM. PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNE AS DIAPHRAGMS �.L� Q CQ
ADD 205 REINFORCEMENT BARS AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF APTER 29 OF THE ,4
OF DROP
";i. .� �5 48' o.c. SOUTH FLORIDA B ING UILD CODE, UNLESS NOTED OTHERW ON THESE DRAWINGS. E. O �
FOR EVERY 8 d'
STIRRUPS (REFER TO TIE BEAM SCHEDULE)
•. � � � 8'x8'xlb' CONCRETE MASONRY ALL STRUCTURAL LUMBER TO 13E SOUTHERN PINE NO. OR BETTER
%
BENDING STRESS,Fb = 1,200 PSI (MINIMUM) a aCJ,
. TOP OF PRE ENGINEERED WOOD TRUSS YOUNG'S MODULUS, E = 1,500J000 PSIw * .
• CONCRETE 13EAM _ a 24'o.c. ` ••. '
d' �•
�. ...: -• A.. . ..;' ',
EL. +19-11' � BRACING NOTES:
. .. .•. . .. . . . ... '. ..� -4 ,• APPROVED STRAP SEE b
ANCHOR LEGEND 1. CROSS BRACING SHOULD BE LOCH At NO MORE THAN 5'-0'o.c.
,.
REPEATED AT EACH END OF BUIL AND AT 20'-0' INTERVALS.
5-4 2. BOTTOM CHORD LATERAL B ING SHOULD BE LOCATED At NO MORE A. {. .` ,•
T15-2 TO 6'-O'orc. BOTTOM LATERAL BRACING SHOULD BE CLOSE
STEEL COLUMN TO THE BOTTOM CHORD ANEL POINTS WHEREVER RECIUIREO BRACE
•t _
8. 4'x4'xl/4'
SPACING PERMITS. r `,
DROP TIE BEAM WINDOW EXTEND DROP OF TIE BEAM Q 2'x(2 BLOCKING ATTACHED TO MASONRY WALL
DOOR OPENINGS 8' BEYOND 81XE OF OPENING 1 w/ lZ) 1/4' DIAM. x 3-3/4' LONG. tAPCON SCREWS. 3. CONTINUITY CHORD LATERAL BRACMG SHOULD 13E CONTINUOUS
AND D FROM ONE OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
AT EACH END At LEAST TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
8 OPENING FOR WIND�,E DOOR MARKED R NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
OR SLIDING DOOR FIC�GY 5ACK . DETAIL WITH CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
PLAN t ELEVATIONS PROVIDE 1/8'
SCALE: NTS.
S•
SPACING AT
SEAL:
PANEL EDGES 4. OCK ALL PLYWOOD SEAMS WITH 2 X 4 (LAID FLAT)WITH 80 NAILS 4or.
TYPICAL TIE 5 E AM D RO F AT OPENINGS
B SHOWN ON ROOF FRAMING PLAN.
— PREFABRICATED WOOD TRUSSES
SCALE: N.T.S. 4' x 8' COX PLYWOOD 24' ON CENTER SEE ROOF PLAN ANCHOR SHEATHING MIN.MAX. S PAN 24' -I-CHICK
X S OOF I fRU55 ANCHOR L EGE I ` D
(4) 3/4' DIAM. x IN LONG: J BOLTS
W/ 3' HOOK ACS- O HUGHES DTC STRAP w/9-100 x I-L*' t0 TRUSS 4 kOd x 1-1/2' TO SEAT PLATE
UPLIFT STRAP CAPACITY %50(DADE APPROVAL OW-011103)
ONE HUGHES DTC STRAP w/9-10 x 1/2' NAILS to TRUSS PLUS ONE HUGHES DATE: 7/28/2000
ft 3/4' REC�I�D O
TA
GONNEGtION.�1365�58 �-�' NAILS t0 TRUSS CAPACITY FOR DRAWN BY: A. D.
ANCHOR
PROVIDE 2'x4' BLOCKING 0
ALL PLYWOOD SEAMS, 48' BACK B/E • BOTH ENDS OF O HUC•U•ES RT 18112 w/ H-10d NAILS UPLIFT CAPACITY IIZbx CHECKED BY: C. D.
NAIL SEAM w/ 10d S 4' S, 8' SIDE UNO = UNLESS NOTED OT RWISE (DADE APPROVAL '98-01n03)
G • GRAVITY LOAD SCALE: 1/4" = 1'-0"
TYP. TYP ■ TYPICAL. O SEMCO THDS 26 HANGER w/ 18-Ibd NAILS t0 LEDGER AND 14 f0d x I-Vl'
1/4'
6 LATERAL BRACING SEE NAILS TO TRUSS.CAPACITY Go23350 U•1285,(DADE APPROVAL 095-0818.15)
2'x8' WOOD FASCIA NAILED DETAIL ON THIS SHEET.
SHEET
. W USS
/ Z-16d NAILS • EACH TR
TYP
1/4'
8d NAILS AT 6'oz. AT PANEL EDGE
AND INTERMEDIATE SUPPORT S 3
1/16' SPACE AT PANEL ENDS 4'o.c. • EDGES. NOTE:
STEEL COLUMN
4'x4'xl/4' ' �: . CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
STEEL COLUMN V Cf�F DETAIL 1 III NAILING* ' ALL DIMENSIONS WITH ARCHITECTURAL DWGS. ROJECT SCALE: N.T.S. 8-3 i=�1'UJOOD I��I� Il�l� DE AIL Ep SCALE: MTS. CADD FILE:
o.•