00-0496-041 I w J FOR COMMON FLOOR TRUSSES USE ONE REVISIONS•
uj HUGHES OTC STRAP wl 1510 x 1-1/2' 22�
cl TO TRUSS 4 ft x 1.1/2' TO SEAT PLATE CONCRETE BEAM 5G�4EDULE DADE COUNTY 4J-00-00
FOR FLOOR GIRDERS TRUSSES USE TWO
WUGWE$OTC STRAP wl S-hM x 1-1/2' ,EA. it ZL 10-05-00
r_ TO TRUSS 4 ft x I-L12' TO SEAT PLATE REINFORCEMENTS
Ly A3 4-02-01 BOG-
>_ w ui 3 STIRRUPS REMARKS
3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS 6' oz.
151 C'_K is� a %
................... /------------------------------------ ........ ................................ ------------------- ......................................
............. INT.SUPPORTS AND 4' oft. AT PANEL 0
w" EDGES,EDGE BLOCKING 2' NOMINAL.
2nd.FLOOR
1�_ut-uj,
EACH SIDE OF OPENING. ELEV.■ 40'-0' PLYWOOD $HALL BE GLUED W1 ADHESIVES
MEETING REQUIREMENTS OF AFG-01 (TYPICAL).
L ADD 2 '"1 REINF. BARS 2
TB_I A 121 2-05 2-05 SEE NOTES BELOW
TO. TIE BE
ELEV.! 4-S' TB-2 A 12' 2-15 2-5 SEE NOTES BELOW
0 4
.3
4!-S' &I -------
I o�
_j W A
it.
PREFAB ENG.WOOD
RB A VAR. 2-wo 2-5 SEE NOTES BELOW
TB_I TRUSSES 0 24'o.c. : :
ci
-5 4-5 -01 0 12' O.C.
B 2 2
c�
cn
2 ABOVE ABOVE ABOVE
1
vo
B-4 PROVIDE 2'x4' PT BLOCKING BETWEEN
5-2 5 2-5 2-01 0 61 O.C.
N-- TRUSSES.FASTEN BLOCKNG
--------------------------------- j-
7 1
N -----------
ma
B-3 B 20' 2-5 2-15 2-r1 a, Oic.
AND (2)10d NAILS TOE NAILED 0 EACH ENDS.
Fe 1 61
dy
T T t
t
5-4 B 12' 2-15 4-1/2' O.C.
Gall440 7
WOOD FLOOR CONNECTION
4 m Lu
(PERPENDICULAR TO WALL -!!!rl z
Q'01 1 1 I i SCALE: N.T.S.
+
+ T +
T
750 PERIMETER NAILING
FLOOR -g 1 2
01 01'01 '01 A ft NAILS 0 3'o c.
/-GIRDER 1/4' DIAM X 2.15' LONG
TAPCON SCREWS w/ WASHER
2XI2 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM 0 V oc. INTO MASONRY BLOCK
51 WAIN DIAM X 5' LONG EXPANSION ANCHORS *12' OC MIN EMB 3-1/2'.
Q
4- FLOOR
t 4- /ABOVE ELEV.= +10-O's TYPE-
t 13 OW
Od NAILS * bloc. TYPE-15
I
INT.SUPPORTS
TS-1
(TYPICAL)
I G=5365•
13�fo 4 4• mix
if t-q- TO.TIE BEAM
11 N_T_ BEAM TYPE5
OFS" ELEV.- s;V-E
4 1 -4/ TB-1 I 1 1 _+
N
O
I o.. 'D
I ABOVE
11 EL
CONCRETE BEAM NOTES:
-----;00011bk'� I(. TB_I
Ihs
2nd FLOOR 1. ARCHITECT TO REVIEW AND APPROVE
W.
ELEV.. �."o
ALL BEAM ELEVATIONS AND BEAM DEPTHS.
31 X .
KtIft-MARUPACTUIRER f �)�e_ ----------------- 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 122oc. oss-sssssi
CHORD151EARING3 GIRDER * THIS 0
2'xb' LATERAL BRACING -01oz. AT ALL CORNERS, EA. WAY, AND 48'o.c. REMAINDER
I I I a j
ATION ATTACH PER DETAIL! 1/5-8
w/2 10d NAILS EA,TRUSS 3. PROVIDE (2) 45 x 60' CORNER BARS,
A2 %I
%
_T BENT 30' EACH WAY 0 ALL CORNERS.f T-
I PROVIDE 2X4 PT WOOD BLOCKING ATTACHE TO M WALL
A& G■32146" n_ I = ;t
AL 4\A, W/ (2)1/4*X2-3/4' LONG DIAM SCREW$ ..... .......
1 5-1
2-w1PT NAILER law* I GENERAL TRU,55 AND LUOO[) NOTE5
-ON 0 12'oz. T
w/ 3)19,'DIAMI x 3' LONG. 6-6 ill I I a
JIff I . ......
I I & CX a
TAPC1. X-5 Ae� WOOD FLOOR CONNECTION REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
2 vxj, RACE
O O
ul ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 • 5 FILLED CELL
(PARALLEL TO WALL )
2 DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
\
. ................................ ex 4
T 2 LATERAL 8RACE 77
MAX, ETWEEN THE T"S ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
a SCALE- N.T.S.
--------------------------------------- _cFz;.E' x
T T T T
O """""" °: .. 1 $-8 I 1 I I =- m (ui THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
IT 16 YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
r F-
Y, BO N I 1 ABOVE I 1 `' S' AND GRAPHIC FOW ANY CHANGES AND MODIFICATIONS FROM
.......
01 ARCHITECTURAL LAYOUT. FAILURE TO 00 50 SHALL VOID OUR
2
A
N-------------------------------------------- ..... APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS
...... ......
A VE
------------------------------------------ I MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
I -.......-I.. 5�8__�15
.4 co
PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE ALL co
EL kn
\--------------------------\---------------------------------
B-4 B-I BI c\2
SPECIALTY ENGINEER BUT AT A MIN. ALL COWECTIONS SHALL BE CAPABLE
CI
0
BELOW ----------------------- j OF WITHSTANDING A UPLIFT LOAD OF 150 LBS,
7 1000
SCI z WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS WrW
750
C450 SWOUN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED
5 3'xI PT WOOD BEAM 41 z
IN ACCORDANCE WITH AITC-lift.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED
z
OTHEMISE.
4'-1( cd
4,-s' .......... ............ ........../ ........... Z
------ ................................./ . ...................................................................................../
.. ........... �e. ............... --------...........................................
. .................................................
......................... ........................ --------- ............ 41 A2
PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS
(2) 2'xS' PT WOOD LEDGER ATTACHED y
41
TO CONCRETE BEAM w/ 1/2' DIAM, Gw400 AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE -e4
-c4
ANCHOR 80 L T 6 0 1 z ........................................................................................................................................................................................................................................./ 1/4' SOUT14 FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
1'5/32, EXTERIOR GRADE (4) 3/4' DIAM. x 1' LONG J BOLTS ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER
z
PLYWOOD SHEATHING NAILED E-
TO TRUSSES w/ 10-d W/ 3' WOOK STEEL COLUMN BENDING STRESS, Fb - 1)00 PSI (MINIMUM)
4' x 4' x 1/4'
NAILS 0 4' o.c. 81 YOUNG'S MODULUS, E ■ I"00M PSI Ix cn
.5u(XET 5FECIFICATION., E- 0
SECOND FLOOR FRAMING F=LAN C%*'rf=RE5,5 MODEL
ALL 3/4'DIAK THRI MXTS TO BE ASTM A325. BRACING NOTES: 1:4
SCALE: 1/4' me 1'-0' ft 3/4 ALL 1/4' STEEL PLACES TO BE ASTM A36. � i
1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'04. Lo
ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL 0
OR BETTER REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS. C\2
U4' FILLET WELD ALL AROW FOR ALL PLATE C4%MCT0*. co
2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE to
BUCKET 5FEGIFICATION: VERIFY OPIENSION WITH ALL BOLT 14OLES TO 15E 1/8' DIAM.FOR 3/4' DIAM.SOLTS.
TR4 M&,IJ�T
6 R R UPLIFT CAPACITY FOR TWO MEMBER THAN V-0'oc. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE
-1/2' FO
- ALL 3/4' DIAM.TWRtJ BOLTS TO BE ASTM A325. 3 � MEM T'IF TYP. FROM NO$ TABLE 6315,ONE 3/4' DIAM. THRU BOLT IN TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
- ALL 1/41 STEEL PLATES TO BE ASTM A36 5' FOR 3 WE 61 114* DOUBLE SWEAP40JALS; -I0s-
- ALL SPECIFIED MATERIALS ABOVE TO AL
EQJ LOAD PERPENDICULAR TO GRAN it t330 LBS SPACING PERMITS. A
31 ,31 t, a 0' i, j \0'!T�1-
0 OR BETTER I T,3 1 3# V TYP LOAD PARALLEL TO GRAN ■s 2,550 LBS 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS * 't
4'� - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. T
I 1 1 J, 11, WITH SHORT DURATION LOAD FACTOR CD 1.33 FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
- ALL BOLT HOLES TO 13E 1/8' DIAM.FOR 3/4' DIAM.BOLTS. -31 1
USIWx 1.3 FACTOR,1,330 L55 x 13 ■ 1,129 L T
BUCKET UPLIFT CAPACITY FOR TWO=MR, A- AT LEAST ONE TftSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
- FROM NO5 TABLE 635,ONE 3/46 DIAM. TWIRU BOLT N : 0
MARKED LUMBER,NAILED WITH A MIN. TWO lbel NAILS, IN ACCORDANCE ov
a
41 - DOUBLE SWEAREQJALS: J_+ 40
STEEL COLUMN WITH NO$ CRITERIA, AT EACH CONNECTION INCLUDING INTEF411EDIATE
LOAD PERPENDICULAR TO GRAN a 1,330 LBS 4'x4'xI/4'
41 550 LB6 BUC<ET DETAIL
1/4' LOAD PARALLEL TO GRAN s 2,- CONCRETE FILLED TRUSSES.
- WITH SHORT DURATION LOAD FACTOR CDs 133 SCALE: N.T.S. 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH 80 NAILS 4'0.c.
USING 1.3 FACTOP,1,330 Lft x 13 025 L5S/BOLT
A6TEEL COLUMN CAP DETAIL AS SWOIJJN ON ROOF FRAMING PLAN.NO- ALL STEEL COLUMN EXPANSION BOLTS TO WILTI KWIK BOLT 11.
ET
eq E*T?I TO BE ASTM A321.
4' x 4' x 1/4' AI&6-T BE ASTM SCALE:L RbIFIED I, TERIALS ABOVE BE EQUAL OR BETTER. N.T.S.
114' FILLET WELD FOR ALL PLATE CONNECTIONS. SEAL:
BUCKET DETAIL - ALL BOLT HOLES TO BE 1/81 DIAM,FOR 3/4' OIAM. BOLTS.
- USE PLYWOOD FILLERS W14EN REQJIRED,
SCALE: N.T.S. - ALLOWABLE T (MIN. EMBEDMENT 4-1/29 ANCHOR OUTLOOKER TO NOTE;
ALLOWA8LEoR,,AoA?,A%F TRUSS V ONE (1)$EMCO 2'x6' LOOKOUTER 24'oz.
f gT EnC
MLMgOLT (MIN EMBEDMENT 4-1/2') OrICP HURRICANE ANC14OR CONTRACTOR $14ALL COORDINATE AND VERIFY
4. FASTENED 1�jlo % ':-
N,'L
0 1 3/4' BUCKET UPLIFT CAPACITY FOR TWO ME1 ER, ALL DIMENSIONS WITW ARCHITECTURAL DW35.
- FROM
ND TABLE 635,ONE 3/4' DIAM.THI;ZU BOLT IN 2'x&' BLOCKING BETWEEN
- DOUBLE SHEARMALS: ALL OUTLOOKERS - FASTEN
A 4JII%AR TO GRAN r I� LBS EACH END W/2-16d NAILS
C r
IF Ig
LOW PWL L GRAIN ■ 2,550 L
hl� PROVIDE 2'x4' BLOCKING 4
Isis 0 &D FAC1,129 2'x8' STRUCTURAL
BUCKET 5FECIFIGATION: x 13 a IFC419LT 1 ROOF TFRIJ,55 ANCIs401R LEGEND
.V;MWS1430FA MT13130 ALL PLYWOOD SEAMS,48' BACK FASCIA W/2-16d NAILS DATE: 7/28/20DO
1 AT EACH OUTLOOKER
- ALL 3/4' DIAM T4W BMTS TO BE ASTM A325. OF GABLE END.NAIL SEAM W/ ft
- ALL 1/4' STEEL MATES TO BE ASTM A36. 4'oz.EA. SIDE OF SEAM. ACTUAL HUGHES DTC STRAP w/1-100 x 1-1/2' TO TRUSS 4 ft x 1-1/2' TO SEAT PLATE DRAWN BY: A. D.
VA2' CONTINUOUS
L6 ABOVE TO BE MAL UPLIFT STRAP CAPACITY 1365*(DADE APPROVAL #W-011103)
- ALL SPECIFIED MATERIA BUCKET DETAIL .................. CONCRETE RAKE BEAM.
OR BETTER CHECKED BY: C. D.
- 1/4'FILLET UIELP ALL AROW FOR ALL PLATE COOECTIM. 1:N,
DIAM.BOLTS. SCALE: N.T.S. ONE HUGHES OTC STRAP w/ 15-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
4;z - ALL BOLT HOLES TO BE 1/0' DIAM.FOR 3/4' REQUIRED TA 20 TRUSS ANCHOR w/8.10C x 1-1/2' CAPACITY FOR CONNECTION SCALE: 1/4" V-0"
BUCKET UPLIFT CAPACITY FOR TWO MEMBER ANCHOR 1365 4. 1335 ■ 210V
4,, - FROM ND5 TABLE $38,ONE 3/4' DIAM. T14RJ BOLT IN
- DOUBLE SWEAREMAJ-6- R*WES RT 0112 w/ 14-10d NA0 UPLIFT CAPACITY 1126"
413/48 LOAD PERPENDICULAR TO GRAN a 1,330 L56 8'x8'xl&' CONCRETE MASONRY B/E a BOTH ENDS OF TRUSS (DADE APPROVAL "98.011.03)UPLIFT SHEET
As LOAD PARALLEL TO GRAN - 2,550 LBS UNO a UNLESS NOTED OTHERWISE
Im G = GRAVITY LOAD
41 - WITH SHORT DURATION LOAD FACTOR CD■I33 TYP = TYPICAL SEMCO THDS 26 w/ 16-16d NAILS TO LEDGER AND 14 ft x I-112' NAILS
USING 1.3 FACTOR,1�330 LBS x 1.3 a 1,12S LBS/BOLT LATERAL BRACE
TO TRUSS.CAPACITY G n23350 U■I285•(DADE APPROVAL
S - 8
1/4• ATTACH X-BRACING w/ SEMCO FRAMING ANGLE, 6IMP" HURRICANE CLIP 141 w/4-8d NAIL$
CLP3 TO CONTINUOUS 2'x4' PT LEDGER
STEEL COLUMN BUCKET DETAIL ATTACHED TO CONC. BLOCK WALL CAPACITY (U*40.0s)(DADE APPROVAL 931-010105)
4' x 4' x 1/4' w/ I/4' DIAM.x 3-1/2' TAPCONS * lip"oc. TYPICAL GABLE END DETAIL AT %--� OF SHEETS)
(TYPICAL) SEMCO THOS 26 (D)w/(6)1/4 DIAM.TAPCONS x 3-1/2 LONG TO
SCALE: N.T.S. CONCRETE RA<E BEAM T MASONRY WALL AND 14 ft x 1-1/2' NAILS TO TRUSS. PROJECT No.:
PA z R ft
2
CAPACITY G 264511.1m 2150(DADE APPROVAL IW-0 .15)
IS,
E qL
A 1- 7
SCALE: N.T.S. k(ADD FILE: