00-0497-034 w -1 FOR COMMON FLOOR TRUSSES USE ONE
W z
W HUGHES OTC STRAP w/9.100 x 1-1/2' Q
J W TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE /^ /^� C C BEAM f�M I I C
OQ � Q� CONCRE�I... Vi��'-tl I 5CI"'I�DULG;-^ � flADE COUNTY 9-08-Dm
U
FOR FLOOR GIRDERS TRUSSES USE TWO
HUGHES OTC STRAP w/9.100 x 1-1/2' EA. - -0 lo-fd5-mm
F TO TRUSS 4 10d x 1-1/2 TO SEAT PLATE
REINFORCEMENTS
W W - L 4.02.01 BDC
1 l2) 2'x8' PT WOOD LEDGER ATTACHED - 3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS is 6' oz. � ~ �- w "3 STIRf'�fM RE iARKS -
O � � ADD 2 "l RE INF, BARS ►- ^
_ Q TO CONCRETE BEAM w/ I/2' DIAM, EACH 510E OF OPENING. a INT,SUPPORTS AND 4' oz.AT PANEL } ?
1 -1 ANCHOR BOLTS m 16' o.c. 2nd.FLOOR EDGES, EDGE BLOCKING 2 NOMINAL. w p w q p
ELEV..- +10'-0' PLYWOOD SHALL BE GLUED W/ADHESIVES E m f- to � z ,- E 2
,;:_;O•: € € MEETING REQUIREMENTS OF AM-01 (TYPICAL).
- _.................................................................... ........................ ••-------.........------ --•--•-------------•----------------------- ----------- ...........------•---.......---.............----•-.........---........................................----•-------•-----.....------------.------........---------......-----............----.............---.....................................----
1 TB-1 A 9.8 8 12 2-'5 - 2-a5 - SEE NOTES BELOW
1 TO. TIE BEAM ..........-.... , ►-�
4 1 w• i TB-1 A I8'-0' 8' 12' 2-'5 - 2-'5 - SEE NOTES BELOW
a + W
y 9-
ELE 8 r�
.; h. I ; •'�N .0 •I
G" t
7
..
-{ i
t J ��
GI.B
9 TB-1 TR1�IS ESE ¢WOOD c �� RB A VAR 8' 12' 2-'S - 2-'S - SEE NOTES BELOW
�.., �.
1 (-5-00--) cv G -2 0 f `--1
1 BO `D ABO r , `�' cp ABOVE �? 5-1 B 9'-8' 8' 36' 2-"5 4-05 2-01 0 12' O.G. ARCH BEAM
--
.�
1 � TB-1 B- I I B-6 tB-I ............... .
B-2 C 9 8 8 16 1 '5 2 '1
O.C.
PROVIDE 1'x4' PT BLOCKING BETWEEN
� � � 6' OC a—i
_ rEL — 8�8 IB I 8F8`-iB EACH TRUSSES.FASTEN BLOCKING w
C2 1 I I w/ (3) 3/16' DIAM.TAPCONS x 3-1/2'LG.TO CMU
TB-I I ; ; B-3 B 9'-8' 8' 20' 2-�5 2-"5 2-�-1 8' O.C. ® ►-�
a � - - - - 1- p_EL-0Ly— - —w I- - - _y AND (2)10d NAILS TOE NAILED 0 EACH ENOS.
I GaX144" 3 2 1 1 _ i B-4 B I6'-0' 8' 12' 2-S - 2-15 0 5' O.C.
do. III
1 - o - --;-o - — - , m . . u WOOD FLOOR CONNECTION . . ., I
1 I I I -1 1� d C
PERPENDICULAR �'O WA L L B-5 C 9.8 8 24 2-'S 2-"5 2-"1 10 O.C. ARCH BEAM C �� a
2 � . .. _ —�-- _ _ 1 1 1 IC. 1 m � : 'c� to �y 7 O t] 1 1 . . �
—}-- - —�- - —1- - - —�+1-�- m F- r B-6 B 9.8 8 12 2-05 - 2-'5 a 4-1/2 O.C.
4 I I I I I N 1 I FLOOR 111 I tt I Q I O U N SCALE: N.T.S. 5-2
�p 1 I GIRDER 1 N
500 _ _ _ _ _ — 1 _ _—r _ _ r�- ......3'.................. ��: 0 PERIMETER NAILING B-� B 9'-8' 8' 14' 2-'5 2-'S 1-"5 6' O.C. r�
4 �_ 2 x6' L TERAL B E 1 G 13,644" SCt I SCI G=5365" cv Ice 2 10d NAILS 3'oc, ~
TYP. W -- - - 1 I I 1/4' DIAM X 215' LONG
al 6 -0 to.c. MIX. -t I :... .... -
TAPCON SCREWS w/ WASHER
- —�- --1 —1 —1 'n 2x12 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM
ABOVE ® 1 - - - _ - 1 - _ _ a 6 oz. INTO MASONRY BLOCK
TB-I I I I W/1/2 DIAM X 5 LONG EXPANSION ANCHORS 012 OC MIN EMB 3-1/2
III t . 1 fit
FLOOR
� Imd NAILS 6 o.c. � ELEV.- -0 A3
rEL C2 1 .... ..... �� 1 pol :: : :': INT.SUPPORTS I - TB-I I G2 I 4 111................... III 5 I EACH FACE
- '•4:••�:�:�:� �.�::: � .. F- (TYPICAL)
I W 1 I 5-2 5-2 1 x - 1 4 TYPE•A TYPE_B O
r
- - - -H�-- - - --1-- - -�--- - F' ......':'::':. ':::.:. 4 0.TIE BEAM
...........
1 1 p �; 1 0 :::: I I p I 4L I J i ' �? ELEV.: +9'-8' ARCH BEAM
............ ......
1 cp 1 -0 1 1 d/ 1 I '7 :::.::::::.. :: �1 ck1 0 i�, v cS) TYPE-G
TYP. i; I I ® I X I W I II 1I I W I .1 I m . E111 End a� Q
.... .......
:
............
...... ........... .::'::':: c
—}— — — — �}�— — — —r— — — —{— — {�-c� ............ ... �j in E. 10`'
TB-1 BEAM TYFE5
1 I I I 4 N 1 " W ,.,. E CONCRETE BEAM NOTES: O
C)
W1V I 'V 1 � � c0t r 0 L)
1 - - 1 -- - ~-�� - - —�— - - I _ OL w I Ul (? cv .\. ?......................................... 1. ARCHITECT TO REVIEW AND APPROVE
W
CIO, 1 1 -1 I' III 111 1 N I 5- U ALL BEAM ELEVATIONS AND BEAM DEPTHS. Un
I i 2nd FLOOR 1 '_ 2x6 LATERAL BRACING 6 -0 o.c. W �'''�1*11*11 10 I I �4 I-' ELEv.= +0'- LL LL 1 S ::::::'' ::': :::::.: .t °t 2 w/2-10d NAILS EA.TRUSS '�� 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o,c. ��
AhL x %0 ®:::'':':: : .:..... ........ I s I
S-2 - -I--- - - - - - -=-I— - .............•-----......... - —I- - - �"' 'k I At ALL CORNERS, EA. WAY AND 48'o,c. REMAINDER Q
�+ l� ........ .....�.::. :::::. ... X :.
I I I 1 1 5-10 PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL 3, PROVIDE (2) 05 x 60' COMER BARS,
W/(2)1/4'X2-3/4' LONG DIAM TAPCON SCREWS Q
t11 x BENT 30' EACH WAY m ALL CORNERS.
Ilf I 1 I �' Q
�-,
NZ
5-2 tip `R O " 1 m dENERAL TRU55 AND WOO[) NOTE5
G-9183
2'x L_AT RAL RAC I I I 1
R FER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
A GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 " 5 FILLED CELL
I I I S-2 1 5-2 I 1 m m m WOOD FLOOR CONNECTION m
I_ D GTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
e - , - i- ABOVE i- - 10 - I - - --i� - �', R,4 L L L O WALL )L 2 I• .
"' " B TWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
1
TYP, tB-1 1 j 44-25*............................ 5-2 THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
' _ _ _ _ _ _ 1 - - I SCALE: N.T.S. S-2
I I ABOVE I �% / ' . — I I y7 dl 1 IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING .-c
I I I - - 1 ABOVE "
BELOW SF8.1B - 2 1 1 1 AND GRAPHIC FORTS ANY CHANGES AND MODIFICATIONS FROM
I B-6 TB-I ARCHITECTURAL LAYOUT. FAILURE t0 DO 50 SHALL VOID OUR ►�.i �'�
— x x
...... ......
% �1 `•. i' ! //i '•. ! �1 ' I ; , ,� APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS C 1
CI g-1 CI B-I C2 SFS-IB C2 B-5 C2 I ! 1 9 SFS-IB 4' 4' 1/4' MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON d+
BELOW L IF36 S-2 BELOW STEEL COLUMN PRELIMINARY DRAWINGS SENT TO OUR OFFICE. w
ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE ►_i WW Ln
- - '° `'- '` ' 4'-w�' - "w =`-O" :" ;' : " '-1 '' ' SPECIALTY ENGINEER BUT AT A MIN, ALL CONNECTIONS SHALL BE CAPABLE W °�
.......... _... . ... -........... .... ° ..... ..
W
,' / .. . �" 5 m 10 o, c. TOP
...... .......... ............. .......... .................•----•--•---..............---•-•-------:
w/ 15' LONG.
It 3/4 OF WITHSTANDING A UPLIFT LOAD OF 150 LBS. Z
....................... StD. ACI NOOK Z m
cn
IN CONTACT WITH t
WOOD CGN C W CONCRETE OR MASONRY AND At OTHER ATI A
ER LOG ONS S
- .........................................................................................................................------------.....----------.... ..................------.....------
! _ x5732 r Ekt Eif�33 -�sI� .......................................... .........------ ° . a
- - SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED
=��- - 4 i=NP!'.''� °O PLYWOOD SHEATHING NAILED 5? 4..:.. . ' CE WITH AITC 100. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED �`'�
....................•------................---............ -----.....----------......-----------......----------......................----................... ACCORD
�, IN AN
TO TRUSSES w/ 10d '' Lu/ ;Od ,.. ' ox,r .
'�I�.. OTHERWISE. A �
O
NAILS m 4' o.c. Q Z cq
• PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED A$ DIAPHRAGMS �, r-
5E COND FLOOD FLAN - LAUREL MODEL " 4 m 12' o, c. BOTTOM at AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF THE � � � cn cq
SCALE: 1/4' a 1'-0' TYP. SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS, T,
" 5 m 12' o. c. BOTTOM 1/4' = cn E-�
6 3, 6' INTO BEAM ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER cn Oa
S NOTE: (4) 3/4' DIAM,x 4' LONG BAR BENDING STRESS, Fb = 1,200 PSI (MINIMUM) �
DROP TB TO 8x24 - FIELD WELD COLUMN w/ 1/4' w/ 3' HOOK YOUNG'S MODULUS, E a 1,500,000 PSI Z
3 BUCKET 5FECIFICATION: 6 BUCKET SFECIFIC�4TION: Q REINF W/ 2"E; TOP, 2"5 MID, FILLET WELD, ALL AROUND �+
- ALL 3/4' DIAM,THRU BOLTS TO BE A5TM A325. 245 BTM W/ 03 m 6' oc _ �
BRACING NOTES:
- ALL 3/4' DIAM,THRU BOLTS TO BE ASTM A315. - ALL 1/4' STEEL PLATES t0 BE ASTM A36. -f- Q to
- ALL 114' STEEL PLATES TO BE ASTM A36. - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL NOTE: POUR SLAB MONOLITHICALLY 5 I E E L COLUMN BA5E DETAIL � *
p - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER -I 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 5 -0 o.c. ► s
OR BETTER W/ BEAM. g_2 REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
I/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. - I/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. SCALE: N.T.S.
- ALL BOLT HOLES TO BE 'I/8' DIAM.FOR 3/4' 01,4M.BOLTS. �. - ALL BOLT HOLES t0 BE l/8 DIAM.FOR 3/4 DIAM. BOLTS. CJ- E C T I ON 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE •v''
12' BUCKET UPLIFT CAPACITY FOR TWO MEMBER 0 BUCKET UPLIFT CAPACITY FOR TWO MEMBER- S THAN 6'-0'o.c. BOTTOM CHORD LATERAL BRACING SHOULD BE CLOSE ?'
11 - FROM NDS TABLE 838,ONE 3/4 DIAM. THRU BOLT IN
- FROM NDS TABLE 838,ONE 3/4' DIAM, THRU BOLT IN 4' 12- - DOUBLE $HEAREQUAL$: SCALE: 3/4' = I'-0' S-2
4' 12 TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
- DOUBLE SHEAR,EQUALS: LOAD PERPENDICULAR TO GRAIN a 1,330 LBS
41 LOAD PERPENDICULAR TO GRAIN a 1,330 LBS 4' LOAD PARALLEL TO GRAIN : 2,550 LB5 SPACING PERMITS. _ _ '�� `-• � �: �-�
l I/4' LOAD PARALLEL TO GRAIN = 2,550 LBS , - WITH SHORT DURATION LOAD FACTOR CDa133 . . 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
- WITH SHORT DURATION LOAD FACTOR CDs 1.33 4' USING 13 FAGTOR1,330 LBS x L3 = 1,'129 LBS/BOLT
2x6 PT WOOD NAILER
USING 13 FACTOR1,330 LBS x 1,3 : On LBS/BOLT ATTACHED /MASONRY BLOCK FROM ONE END OF THE BUILDING t0 THE OTHER AND SHOULD OVERLAP
4' 2'x4' PT WOOD BLOCKING BETWEEN EACH w/ 1/4' DIAM.TAPCONS X 2-3/4' AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE
STEEL COLUMN TRUSS w/ 3-3/16' DIAM,TAPCONS x 3-1/2' LONG 0 4' oz. MARKED LUMBER,NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE
4' x 4' x 1/4' 1/4' 1 � LONG PLUS (2)16d NAILS EACH END INTO PROVIDE 2-160 NAILS
�/ p 15UC<E T DETAIL INTO TRUSS. BEACH CONNECTION,TYP WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
BUCKE T DETAIL STEEL COLUMN 5 TRUSSES.
3 4' x 4' x 1/4' SCALE: N.T.S. S-2 g5�5 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH SD NAILS m 4'o.c.
SCALE: N.T.S. S-2 ������ 2X10 PT WOOD LEDGER ATTACHED AS SHOWN ON ROOF FRAMING PLAN. SEAL:
VERIFY OtMENSION WITH t0 CONCRETE TIE BEAM
TRUSS M,�CTACTURER W/1R' DIAM EXPANSION
4 3-U2 FOR 1 MEMBER TB-1 ANCHORS X12' OC ROOF -�• U,5 C ANG�O
5' FOR 3 MEMBER 2'x4' LATERAL BRACE i- I '� J R LEGEND
it6'
,,3%,3' 3 3 31 31 APPROVED HANGER 5EE CHEDULE UPLIFT 1 HUGHES OTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE 1.
I.O BUCKET 5FECIFIGATION: LEv 13 A� O STRAP CAPACITY 1365 (DADE APPROVAL "98-0717,03)
Zt- ALL 3/4' DIAM. THRU BOLTS t0 BE ASTM A325. B/E • ONE HUGHES OTC STRAP w/9-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
:r 'v 2'x4' PT WOOD NAILER AT SAME O TA 20 TRUSS ANCHOR w/8-100 x 1-1/2' NAILS TO TRUSS CAPACITY FOR
- p - ALL 1/4' STEEL PLATES TO BE ASTM A36. ELEVATION AS TRUSS BOTTOM REQUIRED DATE: 7/28/2000
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL ^� G ANCHOR CONNECTION, 1365 4, 1335 = 2100"
OR BETTER TB-1 CHORD ATTACH TO MASONRY WALL G
"* PROVIDE 2X4 PT WOOD BLOCKING w/(2) 1/4' DIAM,X 2-3/4' LONG HUGHES RT 18112 w/ 14-10d NAILS UPLIFT CAPACITY 1126" DRAWN BY: A. D.
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. -- 2-2'x8' PT LEDGER TAPCONS 6 EACH LATERAL BRACE. = BOTH ENDS OF TRUSS O (DADE APPROVAL '98-0'11'1.03)
4' 0 p - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM. BOLTS. w/ 1/2' DIAM, ANCHOR BOLTS ATTACHED TO MASONRY WALL a UNLESS NOTED OTHERWISE
NOTE: CHECKED BY: C. D.
12� 1 BUCKET UPLIFT CAPACITY FOR TWO MEMBER. L-L EXPANSION BOLTS TO BE NILTI KWIK BOLT II. 0 16'oc.(35' EMBED MIN.) W/(2)1/4'X2-3/4' LONG DIAM TAPCON a GRAVITY LOAD
4' 2 - FROM NDS TABLE 638,ONE 3/4' DIAM, THRU BOLT IN : A�� H BOLd? TO BE A$7M A32 1 w/2x2 $Q,WASHERS SCREWS TYP : TYPICAL SEMCO THOS 26 HANGER w/ IS-16d NAILS TO LEDGER AND 14 10d x 1-1/2' SCALE: 1/4" = V-0"
- DOUBLE SHEAREQUALS: A TEL PL ES TO BE ASTM '36. O NAILS TO TRUSS. CAPACITY G 2335 U=1285"(DADE APPROVAL '95-0818.15)
LOAD PERPENDICULAR TO GRAIN : 1330 LBS - ALL PECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER
- A FILLET WELD FOR ALL PLATE CONNECTIONS. 5 E C T I ON
4 LOAD PARALLEL t0 GRAIN : 2,55m LBS ALL BOLT HOLES TO BE 1/8' DIAM,FOR 3/4' DIAM,BOLTS. t
4' - WITH SHORT DURATION LOAD FACTOR CD:133 - USE PLYWOOD FILLERS WHEN REQUIRED. DETAIL 10
USING 13 FACTOR1,330 LBS x 13 : 1,729 LB$/BOLT - ALLOWABLEI�P ED i�ASONRY = 25� C11FgjiD LO, T (MIN. EMBEDMENT 4-I/2') SCALE: N.T.S. 5 2 SCALE: N.T.S. S-2 SHEET
I/4' - ALLOWABLIE 3A0v00 PS000NCRETESPE3CIFI +L�BS��L�LT (MIN EMBEDMENT 4-1/2')
BUCKET UPLIFT CAPACITY FOR TWO MEMBER S - 2
STEEL COLUMN '' II �/ - FROM NDS TABLE 838,ONE 3/4' DIAM, THRU BOLT M NOTE:
4' x 4' x 1/4' BUCKET DETAIL 4 - DOUBLE SHEAER,EQEUALS: {� p g3
SCALE: N.T.S. 5-2 LOAD PAR�ALLDLCTO Gf?AIN��--8250 LB`� L� f �/ C CONTRACTOR SHALL COORDINATE AND VERIFY OF SHEETS
BUCKET DETAIL ALL DIMENSIONS WITH ARCHITECTURAL DUGS.
-WITH SHORT DURATION LOAD FACTO CD:1.33 9
USING 13 FACTOR1,330 LBS x 13 ■ 1,19 LBS/BOLT SCALE: N.T,S, 5-2
c PROJECT No.:
CADD FILE: