00-0495-038 `
/
AOMTY 4J-05-00
FOR COMMON FLOOR TRUSSES USE ONE
HUGHES OTC STRAP w/S-100 x 1-1/2'
2'xe FOR FLQO GIROER5 TRUSSES USE TWO REINFORCEMENTS
TO CONCRETE BEAM w/ 1/2' 0 IAM,
Lu
ANd-,HOR BOLTS 0 16' Oz.
TO TFJJ66 4 10d x 1-1/2' TO SEAT PLATE Lu 3 STIRRUPS REMARl<$
3/4' PLYWOOD DIAPHRAGM w/ 10d NAIL$ 6'
2rd.FLOOR D� E$, EDGE BLOCKING 2' INAL. TB_I A 12' 2-WO 2-WO SEE NOTES BELOW
PLYWOOD $WALL BE GLUED W/ ADHESIVES
ABOVE ABOVE (�J)
1 . / .1 - 0 MEETING REOUIREMENTS OF AFG-01 (TYPICAL).
T15-2 A 161-01 12, 2-wo 2-WO SEE NOTES BELOW
AM\-ABOVE F 0 TO. TIE BE
Jii
GzI44250 01 PREFAB ENG. WOOD
w x4' L PROVIDE 2'x4' PT 15LOCKNG BETWEEN
\�EAC14 TRUSSES. FASTEN BLOCKING
AND (2)10d NAIL$ TOE NAILED EACH END$.
Of
A6. ......
$CI
........ -----------
WOOD FLOOR CONNECTION
OR
x 12no PLO 1.4 ( F=EFRFEND1CUL,4fR TO WALL
ca I
DIAGONAL DAIRS
EACw FACE
TYPE-
CIA
----------- PERIMETER NAILING ARCH DEAM 1.4
T13 1� I TYPE
iNv
BEAM TYPE5
i illk : I I I lov/AW 0 2XIO PT WOOD LEDGER ATTACA4ED TO CONCRETE TIE BEAM
114 Ill Ill - /2' 0 JAM X 63' LONG EXPANSION ANCHOft *12' OC MIN EMB 4 3/4'.
. .......... UJI A
FLOOR CONCRETE DEAM NOTES-
21 61 10d NAIL$ a Vac. ELEV.r *J0'-0',o 1. ARCHITECT TO REVIEW AND APPROVE L)
ALL BEAM ELEVATION$ AND BEAM DEPTW$.
2. TIE SEAMS SHALL HAVE (4) 03 TIES AT 12'ac.
6 TO. TIE BEAM
-q I I FLOOR -\-v------------ ELEV.s 03 AT ALL CORNERS, EA. WAY, AND 48'oz. REMAINDER
GIRDER
ci 10
BENT 30' EACH WAY ALL COWERS.
_S14 77
_kl
q1 2'xV LATERAL BRACING (0,-Vo.c.
ABOVE I A50VE A2 w/ 2-10d NAIL$ EA TRUSS REFER TO TRUS$ ENGINEERIWs PLANS FOR EXACT TRUSS LOCATIONS
VE
ALL GIRDER TRUSSES $HALL AT A MINIMUM HAVE 2 0 5 FILLED CELL
PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL
DIRECTLY BENEATH THE GIRDER TRUS$ SHOULD THERE BE A DISCREPANCY
BETWEEN THE TRIM ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
THE TRt166 ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
-LOOR CONNECTION
A2 WOOD F AND GRAPHIC FORM ANY CWAW,2E6 AND MODIFICATIONS FROM M
ARCHITECTURAL LAYOUT. FAILURE TO 00 60 SHALL VOID OUR CO
0,- ( f=',4fR,4LLEL TO W,4LL r2 APPROVAL OF: THE TRUSS ENGINEEIRIWG PACKAGE. TRIUSS to CO
SCALE: N.TS. MANUFACTURER $14ALL ALSO LABEL ALL LOAD$ AND UPLIFTS ON
PRELIMINARY DRAWINGS SENT TO OUR OFFICE,
ALL TRUSS TO TRUSS CONNECTIONS $14ALL BE THE RESPONSIBILITY OF: THE W kp
(2) 2'xS' PT WOOD LEDGER ATTACHED SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS $HALL BE CAPABLE
TO CONCRETE BEAM w/ 1/2' DIAM. OF WITWSTANDING A UPLIFT LOAD OF 150 LBS. z z
4' x 4' x 1/4' WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS cf) PL4
STEEL COLUMN SHOWN ON STRJCTUIRAL DRAWINGO, $14ALL BE PROTECTED OR PRESSURE TREATED 0.4
Z 5 0 10' o. c. TOP IN ACCORDANCE WITW AITC-10t. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED 4 = 4
PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS E- ko
BUC<ET 5FEGIFICATION- ..................... It 3/4' AND $14ALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 2S OF THE V) CQ
SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
ALL 3/4' DIAM, TWRU BOLTS TO BE A$TM A325, 1:4 cn E-
ALL 114' STEEL PLATES TO BE ASTM A36. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER cn .4
ALL SPECIFIED MATERIALS ABOVE TO BE EOUAL 5ENDIWx $TREft, P0 a 1200 PSI (MINIMUM)
OR BETTER,
BUGKET 5FEGIFIGATION: 1/4' FILLET WELD ALL AROUND FOR ALL PLATE 0"ECTIONS. YOUNG'S MODULUS, E a 1,500000 PSI uz ko
ALL BOLT HOLES TO BE 1/6' DIAM.FOR 3/4' DIAM. BOLTS. 0 4 a 12' BOTTOM 1_54
4' BUCKET UPLIFT CA BRACING NOTES:
PACITY FOR TWO MEMBER. -
- ALL 1/4' STEEL PLATES TO BE AbTM A36. YP.
- FROM NO$ TABLE 838,ONE 3/4' DIAM. TWRU BOLT IN
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL 4' 62 INTO BEAM 1/4'
- DOUBLE $14EAREQUAL$: 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-Voc.
OR BETTER
41 LOAD PERPENDICULAR TO GRAIN a 1,330 LBS
4' REPEATED AT EACW END OF BUILDING AND AT 20'-V INTERVALS.
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. LOAD PARALLEL TO GRAIN m 2,550 L56 DROP T5 TO VAV NOTE: (4)3/4' DIAM. x 4' LONG BAR
- ALL BOLT HOLES TO BE I/V DIAM,FOR 3/4' DIAM.BOLTS.
WIT14 $WORT DURATION LOAD FACTOR CO-133 FIELD WELD COLUMN w/ 1/4' w/ 3' WOOK 2. BOTTOM C14ORD LATERAL BRACING ':44OULD BE LOCATED AT NO MOI�
4' BUCKET UPLIFT CAPACITY FOR TWO MEM15ER. 4 USING 13 FACTOR1,330 LBS x 13 8 1,12S Lft/BOLT FILLET WELD,ALL AROUND
- FROM ISIM TABLE 835,ONE 3/4' DIAM. TWRU BOLT IN THAN &'-Voz. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
41 z
- DOUBLE %EARECIUALS: 5ECTION TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE k
114- SPACING PERMITS.
LOAD PARALLEL TO GRAIN -- 2,550 LB$ BUC<ET DETAIL -2
41 LOAD PERPENDICULAR TO GRAIN s 1,330 LBS 114' $CALE- 3/4' V-0' 5TEEL COLUMN 5,4,5E DET,41L
- WITH SHORT DURATION LOAD FACTOR COxI33 3. CONTINUITY 130TTOM CHORD LATERAL BRACING $WOULD BE CONTINUOUS
USING 13 FACTOR1,330 LSS x 13 On LB$/BOLT STEEL COLON SCALE: N.T.5, SCALE: N.T.S. FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
4' x 4' x 1/411 MARKED LUMBER, NAILED WITH A MIN. TWO Wod NAIL$, IN ACCORDANCE
VERIFY DM�11,4-)N WIT14 WITH NO$ CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
TRUSS MANUCT�ZTURER 2'x4' PT WOOD BLOCKING BETWEEN EACH 2'x(o' PT WOOD NAILER
3-1/2' FOR 2 MEMBER
5' FOR 3 MEMBER TRUSS w/ 3-3/16' DIAM,TAPCONS x 3-1/2' ATTACHED /MASONRY BLOCK TRUSSES.
5UCKET DET,41L I (V L04G PLUS (2)I(od NAIL$ EACH END INTO wl I/4' DIAM.TAPCON$ X 2-3/4' PROVIDE 2-160 NAIL$ 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITW 6D NAIL$ a 4'o.c.
AS SHOWN ON ROOF FRAMING PLAN.
A 1413/44
2XIO PT WOE) LEDGER ATTACHED IRCOF TIRU55 ANG�40R LEGEND
C CRETE TIE BEAM
JAM EXPANSION
ANCWOR6 UPLIFT
A *12' OC ACTUAL WUGWES DTC STRAP w/ S-00 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE
TION: _V� 0 STRAP CAPACITY 13658(DADE APPROVAL 1W
0 E3UGKET 5FECIFIG -FT1. EXPANSION BOLTS TO BE WILTI KWIK BOLT If. 2'x4' LATERAL BRACE p ONE WUGWES OTC STRAP w/13-10 x 1/2' NAIL$TO TRUSS PLUS ONE HUGHES
ALL 3/4' DIAM.TWRU BOLTS TO BE A A325. - A TW j 15U, TO SE ASTM A325. APPROVED HANGER SEE SCHEDULE TA 20 TRUSS ANCHOR w/6-10D x 1-1/2' NAILS TO TRUSS CAPACITY FOR DATE: 7/28/2000
ALL 1/4' STEEL PLATES TO BE AST - ALL T EL PLA E5 T BE W A36. REQUIRED CONNECTION. 1365 + 1335 z 21000
- ALL CIFIED MATERIALS TO BE EQUAL OR BETTER. ANC44OR
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. TO. TIE BEAM DRAWN BY: A. D.
ALL SPECIFIED MATERIALS ABOVE TO BE EOUAL VE
OR BETTER
4 - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. WUGWES RT 18112 wl 14-10d NAIL$ UPLIFT CAPACITY 11260
1(1� 0 k, - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS, - USE PLYWOOD FILLERS WHEN REOUIRED. ELEV.z 61,31-61 B/E z 50TH ENOS OF TRUSS (DADE APPROVAL OW-011103)
- ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. - ALLOWABLIE&VITY FQR IRW�T (MIR EMBEDMENT 4-1/2') UNO a UNLESS NOTED OTHERWISE CHECKED BY: C. D.
LLED AM
RT 2W
2 L 2'x4' PT WOOD NAILER AT SAME G m GRAVITY LOAD
41 61 BUCKET �PLIFT CAPACITY FOR TWO MEMBER - ALLOWABLE PROVIDE 2X4 PT WOOD BLOCKING ELEVATION AS TRUSS BOTTOM TYP a TYPICAL 5EMCO TWO$ 26 HANGER w/ 16-16d NAILS TO LEDGER AND 14-10cl x 1-1/2' SCALE: 1/4" V-0"
FROM NOS TABLE 63B,ONE 3/4' DIAM. TWRU BOLT IN CHORD ATTACH TO MASONRY WALL NAIL$ TO TRUSS.CAPACITY Gr23350 UmI2650(DADE APPROVAL 055-0818.15)
- DOUBLE $WEAREQJALS: FQT?%NZFL%S9OLT (MIR EMBEDMENT 4-1/21) 2-2'XO' PT LEDGER ATTAC14ED TO MASONRY WALL
IM3004018RC v
LOAD PERPENDICULAR TO GRAIN c L330 LBS BUCKET UPLIFT CAPACITY FOR TWO M Eg- w/ 1/2' DIAM. ANCHOR BOLTS w/(2)1/4' DIAM. X 2-3/4' LONG
- FROM N05 TABLE 935,ONE 3/4' DIAM.TWfRU 50 TAPCONS EAC14 LATERAL BRACE.
Af LOAD PARALLEL TO GRAIN x 2,550 LBS - DOUBLE $WEAREOUALS- w/2'x2' $0.WASHER'S SCREW$
4' WITH SHORT DURATION LOAD FACTOR CDmI33 L&S PE HEET
PAMNICTI�T TO 1115 Q 15
STEEL COL SCALE: N.T.S. 5ECTION NOTE- S - 2
TB
G 13,644
\1 I ZIF�
f5UC<ET DET,41L SCALE: N.T.S. CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS)
BUC<ET DET)41L SCALE. N.T.S. ALL DIMENSIONS WITH ARCHITECTURAL ourss,
kE ADD FILE:
STEEL COLUMN AT LEAST ONE TRJSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE