00-0496-031 REVISIONS:
W ? W GONGRETE BEAM 6GPEDULE
Q FOR COMMON FLOOR TRUSSES USE ONE DARE COUNTY 13-05-00 13-05-00 Ll
Q HUGHES OTC STRAP w/ 9-100 x 1-1n' it REINFORCEMENTS Q 10-05-00
TO TRUSS 4 10d x 1-in' TO SEAT PLATE is
FOR FLOOR GIRDERS TRUSSES USE TWO w 6 Q 4-02-01 acc
W 1 HUGHES OTC STRAP w/VW x 1-ln EA, _ � •3 STIRRUPS REMARKS
t0 TRUSS 4 Od x 1-1/2' t0 $EAT PLATE T p
(2) 2'x8' PT WOOD LEDGER ATTACHED 0q p w O
TO CONCRETE BEAM w/ 1/2' DIAM. - (y E �- w _ANCHOR BOLTS *� 16' o c. -i 3/4' PLYWOOD DIAPHRAGM w/ Od NAILS A (W oc.
* INT.SUPPORTS AND 4' oc. AT PANEL TB-t A 9'-8' 8' 11' 2-5 - 2-5 - SEE NOTES BELOW
EDGE$, EDGE BLOCKNG 2' NOMINAL.
Ile
ADD 2 '"'( REINF, BARS ELEVLR 0' PLYWOOD SHALL BE GLUED W/ADHESIVES - -
� EACH SIDE F. OPENING. I I MEETING REQUIREMENTS OF AFG-01 (TYPICAL). T5-2 A 18'-0' 8' U 2-5 2-5 SEE NOTES BELOW W
:.: ', `� _ 1 5 2 5 ENO ES BEL
• - A VAR
" RB _
_ - _G;
;......... _ -------...-- �.., . :s � g� �� SE T 0111 Q
1 ; t0.TIE BE
- -
9 ELEV.= •9'-8'
5-2 500 f ' B-1 B 9'-8' 8' 36' 2-5 4-5 2-'1 * 12' OC. ARCH BEAM �..�
! n `�' C3 VE D _ RUSSES�24'o c.
ABOVE I � _ _ 1 BO ' TB-1 PREFAB t1 - -
T * W
B-6 B-6 TYP. tB-i B-2 C 9'-8' 8' Ifo' 2.5 2-'1 * b' O.C.
1
----------------- -- --------------------- ------------------- 1 5 2 S O G
; : ;
-I I 18F8-IB 1 8F8-IB 53 B
1 8F8 B 1 2 1 I PROVIDE 2'x4' PT BLOCKING BETWEEN
EACH TRUSSES.FASTEN BLOCKING - �+ ►—�
�y I �BECOQJ I 1 3 1 I w/(3)3116 DIAM,TAPCON$ x 3-in LG.TO CMU B-4 B 18'-0' 8' 12' 1.5 2-5 +� 5' O.G.
►_ (
:E X I I I „f G■'1144" I 1 -t- -1 do•-t---I---t w AND (2)10d NAILS TOE NAILED EACH ENDS. B-5 C 9'-8' 8' 14' 1-5 2-5 1-01 * 10' O.C. ARCH BEAM
ZuTS�— pT— - -p I _ I - �— 1 TYP. :
I q 13 1 13 I 1 500 ::::. C -
al `p w 1� I I I FLOOR CONNECTION
ON B-b B 9'-8' 8' 11' 2-5 2-5 * 4-In' O.C._ — — — — —�— — 4 WOOD L R
a " -�4-�-!--- - +-- , —+— , 1 I f 1 Q I ( PERPENDICULAR T O WALL � B-1 B 9'-8' 8' 24' 2-5 2-5 2.5 6' O.C.
N J I O I 11 FLOOR 1 Q
`n I I `� GIRDER I tt1 q 5-2 Z
SCALE: N.T.S.
p
J G■5365" I SCI I $GI G=13044• _ �! ' o C. MAX.__C_t w • •
$Cl .. 3 2' 6' LA7Et#v4L Bi�A Ei w
1
1
FLOOR r
� ......" ::. - `F. x EL V.= +0'-0 tB-i DIAGONAL BAI Q PERIMETER NAILING ++ EACH FACE-�- Od NAILS e 3 oc. _ TYPE-A TY -111 SFS-IB U4 DIAM JXG2.15' /ONG Ma
z_ ----- - j-----._ 4 1 I C2 I TB-I TB-I i G2 t RCH w $HER A BEAM. APCON RE:::: : X _� 5-2 - 5-2 - - _ - - �- _ \. EL 720 ZXiZ PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM p b' oc. INTO MASONRY BLOCK TYPE G
............... .......
Q J : . :....:.... j0 q"� - 1 1 q I X I C1 I 1 W/1/2' DIAM X 5' LONG EXPANSION ANCHORS +�12' OC MIN EMB 3-In'. �� Q
t� FLOOR BEAM TYPE 5
H V 1 13f I q �f cn 131 I I I I 1 1
' � m I � I w II 11 W 1 Mir � I I TYP. 10d NAILS * 6'o:c. ELEV.- +10-0 � � F---� �
cv _ - - - . - - INT. SUPPORTS CONCRETE BEAM NOTE �--�
$ -�- - --}- - - -- —� � ::::: —� (TYPICAL) C O
OC
w I 10 1 1, ARCHITECT TO REVIEW AND APPROVE U
....... .. ........
....... ... .......
i ............ I. I TO.TIE BEAM W
- I W ::.:. ,--.....--_ ALL BEAM ELEVATIONS AND BEAM DEPTHS.
'n - - I _ _ I _ ELEV.= 4,c3'-8 (n
1 w I _ _1_ _ _ _ _ I I - ---I--- ---+-- { " 2, TIE BEAMS SHALL HAVE (4) '3 TIES At 12'o.c. w G'�
N ) to- I III ' III I � do.
.... . .... .......
U g I f I I I 10 AT ALL CORNERS, EA. WAY, AND 49'ac. REMAINDER �2
.....................................
1 1 1 3 PROVIDE (2)
x
¢
6-2 t LL 1 _._.{— - - ---�- - S-2 :. ..., 5 x 60' CORNER BARS, f�
ENT 30' EACH WAY ALL CORNERS. C�
I A,
111. IIi G■6981 I I ..._ I I - R
•
_ _
^; -::-- i I - - - T I —� :::::. 2 xb LATERAL BRACING �+ b -0 oc.
JI:s-2 ■ --r-- -1 T— , , ; I I I 0 w/2-10d NAILS EA.TRUSS �' GENERAL TRU55 AND WOO[) NOTES � �
--�r---- I —� _ x4 L TE L B CE
R�
6'-��o.c. MAX, . Pf�OvIDE 1X4 (2WOOD BLOCKING 3LONG DIAM TA TO MASONRY REFER TO TRUES ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
1p 3 I 3 ALL GIRDER TRUSSES SHALL AT A MINIMUM NAVE 2 5 FILLED CELL
z dl I - I 5-2 -1 5-2 I - -I - 1 - - —fi- - 720
DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
0 -
t - r BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
G x9183" 6 1 G-11440 I ABOVE
TB - ¢ THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY, •
5-2 t _ _ I I _ 1 - - I _ TYP. - � IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING � � �
ABOVE I F36 I ! I ABOVE AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM
CO
I B-b 1 2 I SFS-IB BELOW 1 TB-I I I
-��- '�,' ARCHITECTURAL LAYOUT FAILURE t0 DO SO SHALL VOID OUR CO
- ! " I' APPROVAL OF THE TRU55 ENGINEERING PACKAGE. TRUSS
I MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON tai d'
G2 i 8-5 ' O sF8-IB G2 B-1 i , CI B'1 C1 WOOD FLOOR CONNECTION
1' '= PRELIMINARY DRAWINGS $ENT TO OUR OFFICE.
BELOW 5.2 - BELOW
(PARALLEL RA L L E L T O WALL L � 2 ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE
1 W
CONNECTIONS ALL BE CAPABLE
t
5H
i
! v�
SCALE. N. .5.
: •:
,. .• � ;,; ;1:i
SPECIALTY ENGINEER BUT AT A MIN ALL CONNE �' Gt7 W a `-
: ,
i
52
i '..
�!': •°t OF WITHSTANDING A UPLIFT LOAD OF '150 LW. ..,
fir.....>.................. .................. .............. ....................... : ............. �:...................................................... ..... r................................... ................. .......... . ..
ADD 2 01 REINR BARS WOOD IN CONTACT WiTH CONCRETE OR MASONRY, AND AT OTHER LOCATION$ AS �-L� Z I
+� EACH 511E OF OPENING.
�r 4' x 4' x 1/4' SHOWN ON STRUCTURAL DRAWING$, SHALL BE PROTECTED OR PRESSURE TREATED W 0.4
................................................................................................................................ ......f................................................................................................................./
..............................................................................................>................................................................................................................. STEEL COLUMN IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED a A
i ��^ 1 }�{ '
...�,". ,` ;� ..�•.� .. .±.'_ " • w-; l,.h. 1.."L.yI FK,°..i..!1 I :: ^: ttifY i :i�"�:J:1
19/32 EXTERIOR GRADE d
PLYWOOD SHEATHING NAILED OTHERWISE z O
..c�,..1 �F +�h�,� - TO TRUSSES w/ tOd _:: :................................................
............ - r ; PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGM$
t.,/ to iii;.. 1 3" :f:�, 1 d N4. L.w H �fJ
NAILS 4 o C. •'
p • 5 +� 10' o. c. TOP AND SHALL COMPLY WITH THE APPLICABLE PROVISION$ OF CHAPTER 29 OF THE U
FRAMING; ILL�N _ LAUREL L MODEL w/ 15' LONG. R 3/4' SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE �1 THESE DRAWINGS.
5 COND FLOOR E, Ifs
E STD. ACI HOOK Q H O
SCALE: i/4' ■ 1'-0'
�; ! ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER � ,,,.a �
;@..................... NG Fb = 1,200 PSI (MINIMUM) � �.
fo BEND( STRESS,
3' YOUNG'S MODULUS, E ■ 1,500,000 PSI � T, to
b' BUCKET 5FEGiFIGATION:
3 BUCKET SPEC i I CAT I ON: O BRACING NOTES: q
Z - ALL 3/4 DIAM.THR1 BOLTS TO BE ASTM A325,
- ALL 3/4' DIAM,THRU BOLTS TO BE ASTM A325. - ALL 1/4' STEEL PLATES TO BE ASTM A36. " 4 +� 12' o. c. BOTTOM 8�
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL „ 1/4• P' 1, CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5'-0'o,c. p"
- ALL 114 STEEL PLATES TO BE ASTM A36. OR BETTER 5 12 0. c. BOTTOM
p - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL 6' INTO BEAM REPEATED AT EACH END OF BUILDING AND AT 20 -0 INTERVAL `
OR BETTER - i/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. NOT (4) 3/4' DIAM.x 4' LONG BAR
41 - V4'FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. DROP TB t0 8'x24' 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED At NO MORE #
p 0 - ALL BOLT HOLES t0 BE 1/8' DIAM.FOR 3/4' DIAM, BOLTS.
- ALL BOLT HOLES t0 BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. BUCKET UPLIFT CAPACITY FOR TWO MEMBER FIELD WELD COLUMN w/ 1/4 w/ 3 HOOK
1 THAN 6'-0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE . .
4 REINF W/ 2'5 TOP, 2"5 MID, FILLET WELD, ALL AROUND O � •• 'i
41 - FROM NOS TABLE 83B,ONE 314' DIAM. THRU BOLT IN . TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE :. 4 ._
�1 BUCKET UPLIFT CAPACITY FOR TWO MEMBER: 4' �1 • DOUBLE $HEAR,EQUAL5: 205 BTM W/ 03 m 6 oc -
- FROM NOS TABLE 838,ONE 3/4' DIAM. THRU BOLT IN 12' f
4' _ A LOAD PERPENDICULAR TO GRAN = 1,330 LBS SPACING PERMITS.
DOUBLE SHEAREQU LS �# ,• ,y,y i
LOAD PARALLEL TO GRAN = 2550 LBS
LOAD PERPENDICULAR t0 GRAN = 1330 LBS NOTE: POUR SLAB MONOLITHICALLY 5 T E E L G O L Ui"iN BA 5 E DETAIL -1 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS ( : ■
4' LOAD PARALLEL TO GRAIN = 2,550 LB$ 41 Al - WITH SHORT DURATION LOAD FACTOR CD=1.33
1/4 USING 1.3 FACtOR,l330 LBS x 13 = 1,119 LBS/BOLT W/ BEAM, FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD OVERLAP
SECTION 5-2 . . ;: t
- WITH SHORT DURATION LOAD FACTOR CD=133 SCALE: NT.S.
USING 13 FACtOR,t330 LB5 x 1.3 = 1,129 LB5/BOLt 41 8 AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2x4' GRADE
MARKED LUMBER NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE
STEEL COLUMN SCALE: 3/4' . I'-0' S-2 2'x6' PT WOOD NAILER
' U4' 1/4 ATTACHED /MASONRY BLOCK - WITH NOS CRITERIA, At EACH CONNECTION INCLUDING INTERMEDIATE
4 x4 x , BUCKET DETAIL
5 A A DIAM.TAPCONS X LOCK TRUSSES. �+�:��e,R��4.
PROVIDE 2-160 NAILS
STEEL COLUMN SCALE: N.T.S. S-2 LONG 0 4' oc. *EACH CONNECTION.TYP 4, BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAIC) FLAT)WITH 80 NAILS * 4'o,G.
BUCKET DETAIL 4 x 4 x 1/4 2'x4' PT WOOD BLOCKING BETWEEN EACH
3 TRUSS w/ 3-3/16' DIAM,TAPCON$x 3-In' A5 SHORN ON ROOF FRAMING PLAN. SEAL:
SCALE: N.T.S. S-2 LONG PLUS(2) Ibd NAILS EACH END INTO
VERIFY DIMENSION WITH INTO TRUSS. '
4. T33�l> •FOR 2 tAGTtRER ROOF T fRU55 ANCi1"t01R LEGEND
3/4, 5 FOR 3A� �
10' •1 6' P D0 0 2X10 PT WOOD LEDGER ATTACHED
A
3' 3' 3' 3' 3' 3' TO CONCRETE TIE BEAM T E �f�I.,F? O HUGHES OTC STRAP w/9-10D x 1-in TO TRUSS 4 lod x I-ln' TO SEAT PLATE
1 U,V In, DIAM EXPANSION 2x4 LATERAL BRAG STRAP CAPACITY 1365 (DADE APPROVAL "98-(0111.03)
,Io' i AT I ON: TB-1 ANCHORS �Ir OC
BUCKET 5FE C I G a '* ONE HUGHES OTC STRAP w/'5-10 x In' NAILS TO TRU55 PLUS ONE HUGHES
- ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A315. 't `� REQUIRED
O TA 20 TRUSS ANCHOR w/8-10D x 1-In' NAILS TO TRUSS CAPACITY FOR DATE: 7/28/2000
- ALL 3/4 STEEL PLATES TO BE ASTM A36. .� ,* TO.TIE BEAM ANCHOR CONNECTION, 1365 4. 1335 = 2100"
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL ;�
APPROVED HANGER SEE SCHEDULE ELEV.= +9'-8',, DRAWN BY: A. D.
� rt __ 2'x4' PT WOOD NAILER AT SAME B/E = BOTH ENDS OF TRUSS HUGHES RT 18112 w/14-10d NAILS UPLIFT CAPACITY 1126
OR BETTER UNO = UNLESS NOTED OTHERWISE OO (DADE APPROVAL '98-o111,03) CHECKED BY: C. D.
4' - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
ELEVATION AS TRUSS BOTTOM },.,.
- BOLT HOLES TO BE 1/8' DIAM,FOR 3/4' DIAM.BOLTS. Npt��: CHORD ATTACH TO MX 2-3/4' WALL tg_1 T ■ GRAVITY LOAD
, ALL B U. TYP = TYPICAL SEMCO TWOS � HANGER w/ IS-Ibd NAILS TO LEDGER AND 14 10d x 1.111' SCALE: 1/4" = 1'-0"
121 4 � � 0 JCL EXPANSION BOLTS to BE HiLT( KWIK BOLT � - -
12, BUCKET UPLIFT CAPACITY FOR TWO MEMBER: k T�A�32 w/(2)U4 DIAM.X Z-3/4 LONG NAILS TO TRUSS.CAPACITY G=2335'U=1285'(DADE APPROVAL '954' 0 FROM N05 TABLE 838,ONE 3/4' DIAM. THRU BOLT M . p DA E ABOV E t0 BE EQUAL OR BETTER TAPCONS p EACH LATERAL BRACE.
PROVIDE 2X4 PT WOOD BLOCKNG SHEET
- DOUBLE SHEAR,EQUALS: - 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. 2-2'x8' PT LEDGER ATTACHED TO MASONRY WALL
LOAD PERPENDICULAR TO GRAM = 1,330 LBS . ,�L BOLT HOLES TO 8E 1/8' DIAM.FOR 3/4' DIAM,BOLTS. w/ In' DIAM, ANCHOR BOLTS 1
4' LOAD PARALLEL TO GRAN = 2,550 LBS - USE PLYWOOD FILLERSLo04EN REQUIRED. W/(2)V4 X2-3/4 LONG DIAM TAPCON
WITH SHORT DURATION LOAD FACTOR CDs 133
- ALLOWABLE 1 ��T (MIN EMBEDMENT 4-In') Ib w/2''x2' $Q.WASHERS 5E CT i ON 10
USING 1,3 FACTOR1330 LB$ x 13 1,129 LBS/BOLT - ALLOWABLE AvF FCAR IFI p g�T
IN 3100 Pv(CON(: TE = 3�00o LBS/BOLT (MIN. EMBEDMENT 4-in') SCALE: N.T,$. S'2 S - 2
1/4' BUCKET UPLIFT CAPACITY FOR TWO MEMBER: NOTE:
BUCKET DETAIL - FROM ND TABLE 838,ONE 3/4' DIAM.THRa BOLT N D E TA i L 6 CONTRACTOR SHALL COORDINATE AND VERIFY
STEEL COLUMN 4 - DOUBLE SHEAREQUALS C
4' x 4' x 1/4' E�� PEMENp1L LARRTTO GRZ�� L& LBS UCKG T DETAIL SCALE: N.T.S. S'2 ALL DIMENSIONS WITH ARCHITECTURAL DWCzS. OF SHEETS
SCALE: N.T.S. S'2 PAARRAALLE N BS
g'p�� p�{�,d, p� 9
USING 1.3 FACTOR,1,3�I &Dx Y 1,129 LB83/BOLt SCALE: N.T.S. S-2
PROJECT No.:
CADD FILE: