00-0496-030 '"MgftWWMMENr'� REVISIONS:
W ? w CONCRETE BE,4M 5CHE D U� E
0 :x 0 FOR COMMON F{4QR TRUSSES USE ONE � ,_.._.. PACE COUNTY S-05-00
0 HUGHES DTC STRAP w/9-10D x I-In At REINFORCEMENTS 2
TO TRUSS 4 10d x 1-1/1' TO SEAT PLATE m
_I -_.l FOR FLM GIRDERS TRUSSES USE TWO w
W HUGHES DTC STRAP w/9-100 x 1-1/2' EA �
1 TO TRUSS 4 10d x 1-1/2' t0 SEAT PLATE +� = Q . STIi�m , REMARK„
(2) 2'x8' Pt WOOD LEDGER ATTACHED ; 0
TO CONCRETE BEAM w/ 1/2' DIAM. 'Q
�W
ANCHOR BOLTS 0 16' o.c. ._I � � � f- ► Ar
J' S 6 o c
/4 *
.
,. , = 3 PLYWOOD DIAPHRAGM w/ IOd NAIL
.......................................... '' 1
NT, AND 4' o AT �_
... ........... .........................................._.............................._ - SUPPORTS :c PAN
.... ......................._.........................................................................-..... ..................................................... ......................................;�- 8 12 1•5 - 1-15 - SEE NOTES BELOW
T15-1 A g 8
1 2nd.FLOOR EDGES, EDGE BLOCKING 2' NOMINAL.
ADD 2 "1 REINF, BARS �ELEV.= +10'-0' PLYWOOD SHALL BE GLUED W/ADHESIVES a
EACH SID OPENING. MEETING REQUIREMENTS OF AK's 01 (TYPICAL),E OP .
r ,
I -0 11
8 1-�5
-----------------------"-----------......................._.fir- ..._......
w _. v. ? ,
--..._...---- "'
....
. a ::.,
. �i„
BE
AM RB A AR 12 '5
g 9, 8, -- �� v 8 2 - 2 5 - SEE NOTES BELOW
'� �t� t0. TIE Q
..
ABOVE `~ 0+ 500 1 j �J 13-1 B 9'-8' 8' 36' 2.05 4.05 2-01 * 12' O.G. ARCH BEAM
VE 1
B-6 TB-1 T�R.ISSES 0 24'o OD
I I B-6 TYP TB-I t. 0` B-2 C 9'-8' 8' 16' 1•'5
- 2 61 OC
-------------------------
' ll 3
•
p...
_ 8F8.1B _ - 2 I I 18F8-IB I I C2 8F8-IB PROVIDE 2x4' PT BLOCKING BETWEEN B-3 B 20' 2-'5 2-05 2-01 * 8' O.C.
g EL -` - — - ELO EACH TRU55ES,FASTEN BLOCKING
w/(3) 3116' DIAM.TAPCONS x 3-1/216. TO CMU B-4 B I6'-0' 8' 11' 2-05 - 2-'5 * 5' O.C.
U = 1 _ I - - III =1144" do•- -I---t W AND (2)Od NAILS TOE NAILED * EACH ENDS.
4 Q U I - I - I �- - TYP. B-5 C 9'-8' 8' 24' 2•45 2-"3 2-r1 * 10' O.C. ARCH BEAM
'^+ Q Imo? _ _ — _ I I I 500 B-6 B 9'-8' 8' 12' * .1 r W
FLOOR I
N
WOOD FLOOR CONNECTION 2-� - 2-'S 4 n O.C.
p , -I--- 1 _ _�
' J f I I I
GIRDER I ! `i al r
(PERFENDICULAR TO W,4LL ) 1 B-1 B 13-8 8 14 2.15 1-M5 2-'S * 6 O.C.
SCALE: N.T.S.
•, 'zx• - Q Iw G■5365" SCI I SCI �� ►-�
_ -� G=13b44" a W
LATE;UL Bf�LACE • • "
BO
ndFLO� W
..... j 2 V_ + -0 TB_I
� 1
-fi---- --f-- i ', : , -- Q PERIMETER NAILING
z I 5 III - . ........ ..III 4 — - 2 DIAGONAL BARS
I C2 I TB-1 TB-1 I G2 8F8-IB Od NAILS * 3'oc. +� EACH FACE Cj Q
3/I
F �_ S-2 S-2 f w 1 I I EL 6 DIAM SCREWS X 2.15 120NG TYP
- ---�— 720 2X12 PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM INTO MASONRY BLOCK
......_....... _ _ - - -
O
I I ARCH BEAM
....... ............. .
I O l 1 X 0 I ;' p i 1 W/1/2' DIAM X 5' LONG EXPANSION ANCHORS *12' OC MIN EMB 3.1/2'. TYPE P�-C �+
m ~ , 1Y 131 IQ aI N 131 Il t
- I w 111 _I1 w I I E ai I , I I I I TYP. FLOOR BEAM I "rPE 5
<�
-� ---+- - _ _ 10d NAILS * (Vac. ELEV.= +10'-0' Q
� - �'— -' �.+-� _ ..... - - ---fi- - - -- INT. SUPPORTS d r---�
CONCRETE BEAM NOTES: M--�
....... ........ ... � I V I w 1- ..._ I I .--
(TYPICAL) � � O
:. ..:.. ..:..:..-:.- IiY_ _w I _ �- 161 I 1 - TO.TIE BEAM I. ARCHITECT TO REVIEW AND APPROVE
I p -- I - f.. ............ 1 —1— -- -- ._ - - - - --+--- --- -- +-- _.__ _ ALL BEAM ELEVATIONS AND BEAM DEPTHS.
III II I a 1 I �; ELEV.= OT-S'_40.
•. W
RN k I , 1 i do. C�
:. S-2 1 --- - I - * 10 ;: (} + " —} 2. TIE BEAMS SHALL HAVE (4) 03 TIES AT 12'o,c.
S-2 �,, �. ,�,, TB-I AT ALL CORNERS, EA. WAY, AND 48 o.c. REMAINDER U� C\2
1 , - :` 3. E 05 x 60' CORNER BARS, O
I 1 - i I lY PROVIDE l2)
$-10 I 1 G■698-1 1 i L ' \
- ........... .... , q_) .
BENT 30' EACH WAY � ALL CORNERS.
- _.. I 111 II I ~ I I ............... ._...
' I
- -r---_ - _T-- - - - _ _ - _ _ _ m
5-2 SCi ; SG1 1 I I , 2'x6' LATERAL BRACING * 6'-0'oc. ~
.. ..... ...
O _ -L-- - _ --�---- - 4�.. .... --- I 2 w/ 2-104 NAILS EA. TRUSS 'g L TRU55 AND WOOD NOTES Q., Q
GENERAL
I 3 I i i I 16'-0�o.c. MAX. PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL
REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
w I 1 I 3 I I I I W/(2)1/4'X2-3/4' LONG DIAM TAPCON SCREWS
+ - _ I S-2_ _ - S-2 1 _ 1 I I ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 " 5 FILLED CELL
-------------------------------------- I I I I -1 - - ----I- - ::::: 720 DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
1 G 49183" 1 G•11440 I ABOVE 1 1 96 I I I I 1 cq 15ETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
S-2 -I _ _ I I TB'1 1 _ I I THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY,
� TYP.
`n ABOVE ABOVE 1 _ I _ " ` IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
I B-6 I I I 8F8-IB BELOW I TB-I I 1 m AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ko
. . , r ; \ ARCHITECTURAL LAYOUT. FAILURE TO DO 50 SHALL VOID OUR
8F8-1B g I I \
C2 B-5 C2 8F8-1B C2 D-I Cl B_i ' I APPROVAL OF THE TRUSS ENGINEERING PACKAGE. TRUSS � co
BELOW 5.2 ----J o 0 o I_o �-� CI MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON .
BELOW WOOD FLOOR CONNECTION I- - ma
PRELIMINARY DRAWINGS SENT TO OUR OFFICE, Gx«
I=,4RALLEL TO WALL
2 ALL TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE a
SCALE: N.T.S. 5-2 SPECIALTY ENGINEER BUT AT A MIN, ALL CONNECTIONS SHALL BE CAPABLE W W ►..,
OF WITHSTANDING A UPLIFT LOAD OF 150 LBS, Z Q. Z
ADD 2 "'I 1�EINF, BARS �
* EACH SITDE OF OPENING,
!,T': WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS �•L� Z I
- — -- 4' x 4' x I/d' SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED CMS PRESSURE TREATED •-
19/32' EXTERIOR GRADE STEEL COLUMN IN ACCORDANCE WITH AITC-109.MEMBER SIZES SHOWN A A T d
:� r` ., P
PLYWOOD AI R ZE OWN RE NORMAL UNLESS NOTED Y SHEATHING NAILED
..�..�..�...,.-.,..�....:...:..: ..: ...;;-...... ... TO TRUSSES w/ lOd - ....-----------------�.'-'��"`C 'I "m: �t1 - {,y•. �,�_�,, d A d
�- :�J ' L v., . 4, ............. .......................... - ......... OTHERWISE.
._.. NAILS * o.a W - _
SE COI V Q FLOOR O ��� I I�tC� FLAN LAUREL MODEL PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED A$ DIAPHRAGMS E
10' o. c. 70P 3/4 SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 29 OF TH �.L� U cn to
W/ 15' LONG.
SCALE: 1/4' V-0' \. .. STD. ACI NOOK TN FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRA S.
b E- o �
-------------------- AL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER
3 3 $b
BUCKET T SPECIFICATION: ~� 1NG STRESS, Flo = 1,200 PSI (MINIMUM) x x
d �
r. o . Y S MODULUS, E = 1500,000 p51 U z
BUCKET 5PECIFIC,4TION: �
- ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A325, BRACI OT a
- ALL 3/4' DIAM.THRU BOLTS TO BE ASTM A325. - ALL 114' STEEL PLATES TO BE ASTM A36. " 4 * 12' o. c. BOTTOM 8'
- ALL 1/4' STEEL PLATES TO BE ASTM A36. - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL TYP, O a
0 - ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER • 5 * 12' o. c. BOTTOM 1/4 1. CROSS B CING SHOULD BE LOCATED AT NO MORE TH 5'-0'o.c.
- I/4 FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS.
6' INTO BEAM REPEATS AT EACH END OF BUILDING AND AT 20'- INTERVALS. ' +
4' - 10/4'FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 314' DIAM. DOLTS, NOTE: (4) 3/4' DIAM. x 4' LONG AR ,• «
- ALL BOLT HOLES t0 BE 1/8' DIAM.FOR 3/4' DIAM,BOLTS. 4' T UPLIFT CAPACITY DROP TB TO 6'44' B 2. BOTTOM CH LATERAL BRACING SHOULD BE OCATED AT NO MORE •s`^ '«•r
4r 0 �}UCICE FOR TWO MEMBER REINF W/ 2"5 TOP, 2"5 MID FIELD WELD COLUMN w/ 1/4 w/ 3 HOOK THAN 6'-0'oG. TTOM CHORD LATERAL B ING SHOULD BE CLOSE `" , ,A
12 SUCIET UPLIFT CAPACITY FOR TWO MEMBER: - FROM NDS TABLE 83B,ONE 3/4 DIAM. THRU BOLT IN , FILLET WELD ALL AROUND ,;
41 - FROM ND5 TABLE 838,ONE 3/4' DIAM, THRJI BOLT IN n' 4' n� - DOUBLE SHEAR,EAUALS: 2"5 BTM W/ "3 * 6' oc TO THE BOTTOM WORD PANEL POINTS REVER REQUIRED BRACE
- DOUBLE SHEAR,EQUALS: 2 .•
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS
4, LOAD PERPENDICULAR TO GRAIN = 1,330 LBS 4' LOAD PARALLEL TO GRAIN = 2,550 LBS I ' Q C SPACING PERMITS. `9 x
- IT LOAD PARALLEL t0 GRAM = 2550 LBS Al - WITH SHORT DURATION LOAD FACTOR CD=1.33 NOTE: POUR SLAB MONOLITHICALLI' STE�` L COLUMN BASE T,4 I L• 3. CONTINUITY BOTTOM oRD LATE BRACING SHOULD BE CONTINUOUS
W H SHORT DURATION LOAD FACTOR CC) 133 4 USING 1.3 FACTOR,1,330 LBS x 13 = 1,129 I-C&BOLT W/ BEAM. 1 FROM ONE END OF THE ILD1 D TH!? OTHER AND SHOULD OVERLAP = ",
USING 1.3 FACTOR LBS x 13 = 1,129 LBS/BOLT 4, SECTION 8 SCALE: N.T.S. s-2 AT LEAST ONE TRUSS SP E CONTINUITY. USE MIN. 2'x4' GRADE
STEEL COLUMN i MARKED LUMBER NAILED H A MIN. TWO 16d NAILS, IN ACCORDANCE
4' x 4' x 1/4' 1 1/4' Q C SCALE: 3/4' ■ I'-0' S-2 2'xb' PT WOOD NAILER
A BUCKET DETAIL 5 ATTACHED /MASONRY BLOCK WITH NDS CRITERIA, ATE H oNNECTIoN INCLUDING INTERMEDIATE
BUCKS�' DETAIL STEEL COLUMN w/ 1/4 DIAM. TAPCONS X 2-3/4' TRUSSES.
4' x 4' x 1/4' SCALE: N.T.S. $-2 LONG * 4' 04. PROVIDE 2-16D NAILS
3 2'x4' PT WOOD BLOCKING BETWEEN EACH *EACH CONNECTION. TYP 4, BLOCK ALL PLY D SEAMS WITH ' X 4' (LAID FLAT) TH 8D NA
SCALE: N.T.S. 5-2 TRUSS w/ 3-3/lb' DIAM, TAPCONS x 3-1/2' AS SHOWN ON FRAMING PLAN, SEA :
LONG PLUS (2) 16d NAILS EACH END INTO
VERIFY DIMENSION WITH INTO TRUSS.
lm. ,I ,4,3/4, SRI gF3RR ME R'�R ROOF T U'55 ANC�O LEGEN
Q ' EMBE 6 r�1 o 2X10 PT WOOD LEDGER ATTACHED
1 3' 3' 3' 3'
3' 3' ACTUAL r
C C /� TO CONCRETE TIE BEAM O HUGHES DTC STRAP w/9.10D x 1-I/2 O TRUSS 4 104 x 1-I/2 ?O SEAT ATE
BUCKET SPECIFIC,4TION: -1 ArlcNODIAM 12 MANSION 1'x4' LATERAL BRACE UPLIFT M 1 STRAP CAPACITY 13650(DADE A vAL OW-011103)
- ALL 3/4' DIAM. THRU T :r �� ONE HUGHES DTC STRAP w/ S-10 x 1/2' NA S TO TRUSS PLUS ONE HUGHES
RU BOL S TO BE ASTM A325, O TA 10 TRUSS ANCHOR w/8-10D x 1-in NAI TO TRUSS CAPACITY FOR
REQUIRED DATE: 7/28/2000
p - ALL I/4' STEEL PLATES TO BE ASTM A36. � ;t � ;� � �; t0.TIE BEAM CONNECTION, 1365 4, 1335 = 2100'
APPROVED HANGER SEE SCHEDULE ELEV.= +9.8 ANCHOR
ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL B/E = BOTH S OF TRUSS HUGHES RT 16112 w/ 14-104 NAILS UPLIFT GAPAC Y 1126•
4, � � OR BETTER 'v � � :� � � DRAWN BY: A. D.
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. 2x4 PT WOOD NAILER AT SAME O (DADE APPROVAL 'k38-0111 03)
MVO = UNL NOTED OTHERWISE
IZ 41 ® Q - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM. BOLTS. NOT : ELEVATION AS TRUSS BOTTOM CHECKED BY: C. D.
B1CKET UPLIFT CAPACITY FOR TWO MEMBER ' AL�L� TEXPANNSIION BOLTTS TO BEAWILTI KWIK BOLT 11, Q CHORD ATTACH TO MASONRY WALL TB-1 G = G VITY LOAD
4 - FROM NDS TABLE 83B,ONE 3/4' DIAM. THRU BOLT IN - AL� L PLAT? 9 TOE E 1MTM2A36. w/(2)1/4 DIAM.X 2-3/4 LONG TYP PICAL 4 SEMCO THDS 26 HANGER w/ 16-I6d NAILS TO LEDG AND 14 Od x 1-1/2' SCALE: 1/4" 1'-0"
AALL gg TAPCONS * EACH LATERAL BRACE. NAILS TO TRUSS.CAPACITY G=2335•U=1285'(DADE A VAL O95-0$18.15)
- DOUBLE SI-IEAR,EQUALS: - L IFIED MATERIALS ABOVE TO BE EQUAL OR BETTER
LOAD PERPENDICULAR TO GRAIN = 1,330 LBS - 1/4 FILLET WELD FOR ALL PLATE CONVECTIONS. PROVIDE 2X4 PT WOOD BLOCKING
4 LOAD PARALLEL TO GRAIN = 2,550 LBS - ALL BOLT HOLES TO BE 1/8 DIAM.FOR 3/4 DIAM.BOLTS. 2-2 x8 PT LEDGER ATTACHED TO MASONRY WALL
_ - USE PLYWOOD FILLERS WHEN REQUIRED. w/
E� gp� w/ U2 DIAM. ANCHOR BOLTS - W/(2)1/4'X2-3/4' LONG DIAM TAPCON C /� SHEET
4 USING 1 TORT 330 LBS 1,129 LBS/BOLT - ALLOWABLEI� QED >�A � RY = 2,120 LBS/BOLT T (MIN. EMBEDMENT 4-I/1') * I6 0 . (3 5 EMBED MIN) 5 G C T I L/� Ifd
- ALLOWABLE�sRAy�TY Tgg g w/2'x2' $0.WASHERS SCREW$
1/4 3100 P5( CI_3,000 LBS/BOLT (MIN. EMBEDMENT 4-1/2")
BUCKET DETAIL FROM NDSFTAB E $35, ONE 3/DIAM. THRU BOLT IN TAI SCALE: N.T.S. 5-2 S - 2
STEEL COLUMN E I L 4 - DOUBLE SHEAREQUALS: D 6 NOTE;
4 x 4 x 1/4 SCALE: N.T.S. S-2 LO p� I LLAR Tp GRAIN = 13 LBS /� SCALE: N.T,S, 5-2 CONTRACTOR SHALL COORDINATE AND VE IFy
LOAD PARR L LO GRAIN = 2,550 LBS U CKE T D T�4 I�-_
p� T C ALL DIMENSIONS WITH. ARCHITECTURAL DWG$, OF SHEETS
USING 1,3 FACTOOR,133,1-65 xx 1,119
TO SCALE: N.T.$. 5 2
PROJECT No.:
CADD FILE: