00-0496-042 I Lu J FOR COMMON FLOOR TRIJ65E6 USE ONE REVISIONS
5i g w HUGHES OTC STRAP w/5-10D x 1-1/2' A
(l j () TO TRUSS 4 10d x 1-1/Z' TO SEAT PLATE CONCRETE BEAM 5GHEC)ULE DADS COtNTY cJ-05-00
FOR FLOOR G11192Eft TRUSSES USE TWO
HUGHES OTC STRAP wl 1.100 x 1-1/2' , EA.
TO TRUSS 4 10d x 1-1/2' To SEAT PLATE REINFOI,'eCEMENTS
Lu
Lu 0357
AFUP$ REMAWWS
3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS 6' oz.
........... -------------- .......... ............... ............................. ............
................................................... 0 INT. SUPPORTS AND 41 oc.AT PANEL
2nd.FLOOR
I a-ui
-- t L` -r, - 5 EDGE$ EDGE BLOCKING 2' NOMINAL. _j
EACH SIDE OF OPENING. ELEV.- PL�@� SHALL BE GLUED W/ ADHESIVES w
L
ADD 2 •1 REINR BARS MEETING REQJIREMENTS OF AFG-01 (TYPICAL).
F�2
SEE NOTES BELOW
................................................................................................................................................ ............. ............................. ................................ TB-I A 151-al 12' 2-S 2-05
.................... ............................................. .................................................................................................................................................. .............................................................................................................
TO.TIE BEAM
2-05 SEE NOTES BELOW ELE TB-2 A 12# 2-5 W
! u
....................... . .... .....::i. ........................... . ........ ..................................
...................................... ..................... 0
. ................ ........ . ......... ----------
............................................................................................................. ............. ........ ...................... ..... ............
...................... .........
PREFAB ENG.
WOOD
2-05
R5 A VAR, 12' 2-05 SEE NOTES BELOW
TRUSSES a 24'oc.
I A2
--TCN:
B-I 13 361 2-S 4-S 2-•1
0 12' O.C.
2
ABOVE A50 ABOVE
161
A
5.4 -4� 2-01 0 (01 O.C.
FB PROVIDE 2'x4' PT BLOCKING BETWEEN 5-2 5 2-S
---------- T
W/
JIM
\-----------------------:\-------------------------------- EACH TRUSSES.FASTEN BLOCKING
.................
(3)31146" DIAM. TAPCONS x 3-1/21G. TO CMU
-------- ... >-4
AND (2) 10d NAILS TOE NAILED a EACH ENDS. B-3 5 201 2-05 2-S 2-pi 0 a, OC.
T BELOW t t
-81 as 2-w. 4-I/2' O.C.
In B-4 5 12' 2-5
G--1144•
WOOD FLOOR CONNECTION
( PERPENDICULAR TO WALL )rj
'01 2 SCALE: N.T.S.
+
+
y - - - -r - -
750 PERIMETER 01 61 1 61 61 ER NAIL ING
A2
Ift NAILS 3'ac,
-01 1 A
FLOOR 2 '151
GIRDER 3AV DIAM X 2.15' LONG
o I I
TAPCoON $CREWS *12' 0c
T
'ER ATTACHED TO CONCRETE TIE BEAM
2XI2 PT WOOD LEDGER INTO MASONRY BLOCK
w WAn' DIAM X 5' LONG EXPANSION ANCHORS 012* OC MIN EMB 3-In'.
t t 4- 4 ABOVE
5 ow I 10d NAILS * 6'o c. EFLOOR LEV.- TYPE-A TYPE-
INT.SUPPORTS
1 G=5365" G:131644• (TYPICAL)
- I - II - _ TB-1 ; : t . CZ SFS-IS TO. TIE BEAM
$lly............
15EAM TYPE5
ELEV.- 4-V-5'
1 11
4
a I E L
ABOVE
I
Lu w
41 1 CONCRETE BEAM NOTES-: Oa
w '35
9- 110
TB-I
L
2nd 1. ARCHITECT TO REVIEW AND APPROVE
w II 11w IIELEV.0
.101-0 1 ALL BEAM ELEVATION$ AND BEAM DEPTHS.
AF
C14
rcms-M TUIRMIR lmtt E-- -4 - ---
2. TIE BEAMS SHALL WAVE (4) 03 TIES AT 121cc.
CHORD BEARING GIRDER 4 THIS %9 2'x6' LATERAL BRACING IN V-Vc-a AT ALL COWERS, EA. WAY, AND 48loc. REMAINDER
1 ;5 1 1
I j 1.5
0^ATION ATTACH PER DETAIIJI 116-S N
w/2-10d NAILS EA TRIJSS
A2 3, PROVIDE (2) 05 x 60' CORNER BARS,
r OR ul
I CA f.� BENT 30' EACH WAY ALL CORNERS. cy j
CIO
G 3N80 PROVIDE 2X4 PT WOOD BLOCKING ATTACHED TO MASONRY WALL
tL
\tic I W/(2) I/4'X2-3/4' LONG DIAM TAPCON SCREWS
C\2
IPA J, GENERAL TRU55 AND WOOD NOTES
w/ 3/16"DIAMI x 3' LONG.------- Lu
TAPCON 0 12"o.c. >
41 - ! - %
. . ...... 2'x4' X-5F r,E r
ALL GIRDER TRUSSES SHALL AT A MINIMLIM WAVE 2 •5 FILLED CELL
I I x
2'x6''PT NAILER ..... G 161BI&O I
12 WOOD FLOOR CONNECTION REFER TO TRUSS ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
FB-2
4 'a. (PARALLEL TO WALL ) DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY
N 2'xg,* LAT L RACE
SCALE: N.T.S. BETWEEN THE TRtJ$6 ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
-i ro -CFO-
T
3 US$ ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY.
w THE TIP
IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING
F- r
AND GRAPHIC FORM ANY CHANGE6 AND MODIFICATIONS FROM
ABOVE
95'Ovif
701 1 1 ..... ...... ARCHITECTURAL LAYOUT. FAILURE TO DO 50 SHALL VOID OUR 01
APPROVAL OF THE TRUSS EW51NEERING PACKAGE. TRUSS
-------------------------------
...... I MANUFACTURER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON
--1------------------------------- VE
-4 1 1 1 PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
B H
ELOU
1 \\\\NX
CO
------------------ ---------- ALL TRUSS TO TRU$S CONNECTIONS SWALL BE THE RESPONSIBILITY OF T E
-------------------.
CO
c\j
8-15 SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS $HALL BE CAPABLE
m '.4
(5-2
. ........... .......... .. 1 9 A /Cl)
BELOW j
OF WITHSTANDING A UPLIFT LOAD OF 150 1-56.
41�
1000
720 5G1
$CI w:;
6 750 WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS
( 450 $WOLIN ON STRUCTURAL DRAWINGS, $WALL 15E PROTECTED OR PRESSURE TREATED P4 4
3'xl2' PT WOOD BEAM 44
5 IN ACCORDANCE WITH AITC-M. MEMBER SIZES SHOWN ARE NORMAL UNLESS NOTED
OTHERWISE.
41 Z
PLYWOOD ROOF, WALL AND CEILING SHEATHING ARE DESIGNED AS DIAPHRAGMS
(2) VxV PT WOOD LEDGER ATTACHED 8 U,500 41
z
TO CONCRETE BEAM w/ 1/2' DIAM. AND SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 2'5 OF THE O 6-8
ANCHOR BOLTS 0 16' oz, 1/4' SOUTH FLORIDA BUILDING CODE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS.
C)
I9/32' EXTERIOR GRADE (4) 3/4' DIAM. x 1' LONG J BOLTS ALL STFZUCTURAL LUMBER TO BE SOUTHERN PINE NO, 2 OR 5ETTER z
> A
PLYWOOD SHEATHING NAILED w/ 3' HOOK. STEEL COLUMN
BENDING STRESS, FI:, - 1�00 PSI (MINIMUM) u � cn C9
TO TRUSSES wl 10d 4' x 4' x 1/4' �:) �D I
NAI[-S Ivc. YOUNG'$ MODULUS, E - 1,500,OW PSI co E- --q
BUCKET 5FECIFIGATION: 0 It
5ECOND FLOOR FRAMING PLAN CYFRE55 MODEL Q) U) 14
SCALE: 1/4' a V-V ALL 3/4' DIAM.THRLI BOLTS TO BE ASTM A325.
BRACING NOTES:
ft 3/4• ALL 1/4' STEEL PLATES TO BE ASTM A36. 'It
1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 60-0'04.
ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL
OR BETTER REPEATED AT EACH END OF BUILDING AND AT 20'-0' INTERVALS.
1/4' FILLET WELD ALL AROUND " ALL PLATE CONNECTIONS.
BUCKET 5REGIFIGATION: 11 VERIFY DIMENSION WIT14 ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM. BOLTS. 2. BOTTO MHORD ERAL BACING $WNO MOIRE Tyl M,�R�T MqRE CAeA AN 6'-Olcc. BOTTOM CHORD LATERAL
ro E %Q�ET UPLIFT QTY FOR TW MEMBER BRACING SHOULD BE CLOSE
R
- ALL 3/4' DIAM. TWRU BOLTS TO BE ASTM A325. FOR 3 MEMBE TYP. 1/4' FROM NDS TABLE 838,ONE 3/4' DIAM. TWRU BOLT IN TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE
- ALL 1/4' STEEL PLATES TO BE ASTM A36. DOUBLE SHEAREOJALS.-
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL SPACIWx PERMITS, �\�-......
LOAD PERPENDICULAR TO GRAIN zz 1,330 LBO
OR BETTER 3 1,3* 3s 3@ LOAD PARALLEL TO GRAIN a 2,5750 LBO
WITH SHORT DURATION LOAD FACTOR CD a 133 OVERLAP- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. 7P TYP.>,-/, 3. CONTINUITY BOTTOM CHORD LATERAL BRACING $WOtJL0 BE CONTINUOUS
- ALL BOLT HOLES TO BE 1/8, DIAM. FOR 3/4' DIAM. BOLTS. USING 13 FACTOR,1,330 LBS x 13 m 1,129 LBS/BOLT FROM ONE END OF THE BUILDING TO THE OTHER AND SHOULD 0 A
41
SLMT UPLIFT CAP 16-
121 IV/ CAPACITY FOR TWO MEMBER AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRADE tu
- FROM N05 TABLE $35, ONE 3/4' DIAM. THRU BOLT IN 0
41 MARKED LUMBER,NAILED WITH A MIN. TWO Ibd NAILS, IN ACCORDANCE
- DOUBLE SHEAREQUAL5:
# 4 # - - STEEL COLUMN WITH NOS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE
LOAD PERPENDICULAR TO GRAIN a 1,330 LBS
4
LOAD PARALLEL TO GRAIN GRAIN LBS
I/4 CONCRETE FILLED
- WITH SHORT DURATION LOAD FACTOR CDs 1.33
4'x4'xI/4' 5U(:;<F=T DETAIL TRUSSES.
USING 13 FACTOR1,330 LBO x 13 c 1,14 LBS/BOLT NOTE-. SCALE: N.T.S. -J11 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT)WITH SO NAIL$ 4'0.c.
STEEL COLUMN ALL EXPANSION BOLTS TO BE WILT[ KWIK BOLT 11. Ai 5 T E E L GOLSIN CAP DETAIL AS SHOWN ON ROOF FRAMING PLAN.
EVE TO 41TSE Al6.L THPJ B 5 E . f�7 4' x 4' x 1/4' E A, Ak RCLIFIEtA)ATTERIALS TO BE EQUAL OR BETTER SCALE: N.T.S.
- 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. 'SEAL:
BUCKET DETAIL - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' OIAM.BOLTS.
. USE PLYWOOD FILLERS WHEN REQJIRED.
. ALLOWABLEWMffkTCY
SCALE: N.T.S. ) 26 ANCHOR OUTLOOKER TO NOTE,
- ALLOWABLE 'OTRW�T (MIN EMBEDMENT 4-1/29 TRUSS W1 ONE (1)SEMCO 2'x6' LOOKOUTER 24'oz.
4. Is ^a CONTRACTOR SHALL COORDINATE AND VERIFY
�?WA?CAMC%RTE-"3'-"' A�OLT (MIN. EMBEDMENT 4-1/29 0r4CP HURRICANE ANC14OR
FASTENED AA SID
3/4 0&9T UPLIE1 C4MITY FOR TWO MEMBER: . ...............
ALL DIMENSIONS WITH ARCHITECTURAL DWGS.
- FROM NOS TABLE 535,ONE 3/4- DIAM. THRJ BOLT IN 2'x6' BLOCKING BETWEEN
- DOUBLE $HEAKEIQUALS: ALL OUTLOOI<ERS - FASTEN
ICULAR T?GRAIN -- Iff LB6 EACH END W/2-16d "LS
E001F R"RALL L TO ORA N a 2,550 L
-WI4 Or TION LOAD FAC1,121 Cjx!33 PROVIDE 2'x4' BLOCKIWx 2'xO' STRUCTURAL
IN?14 1p
T(:k
BUCKET 6FECIFIC,4TIONI. .3 1 6
1330 LBS x 1.3 L /BOI-T FASCIA W/2-164 NAILS ROOF TRU55 ANC�4OR LE6;ENC,)
ALL PLYWOOD SEAMS, ,*' BACK DATE: 7/28/2000
AT EACH OUTLOOKER
ALL 3/4' DIAM. THRJJ BOLTS TO BE A5TM A325. OF GA15LE ENO.NAIL SEAM w/ Wd
ALL 1/4' STEEL PLATES TO BE ASTM A36. 4ac. EA. SIDE OF SEAM, P ACTUAL
VA2' CONTINUOUS HUGHES OTC STRAP w/9-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE DRAWN BY: A. D.
ALL SPECIFIED MATERIALS ABOVE TO BE EQUAl-
BUC<ET DETAIL CONCRETE RAKE BEAM. UPLIFT (D STRAP CAPACITY 13650(DADE APPROVAL OW-011103)
OR BETTER CHECKED BY:
LL 11N,
41 C. D.
X 0 - 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS, SCALE. N.T.S. 5`5 ONE HUGHES OTC STRAP w/9-10 x 1/2' NAILS TO TRUSS PLUS ONE HUGHES
44� ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS. TA 20 TRUSS ANCHOR w/8.100 x 1-1/2' CAPACITY FOR CONNECTION SCALE: 1/4" V-0
X BUCKET UPLIFT CAPACITY FOR TWO MEMBER, REOURED @
41y - FROM NOS TABLE $35,ONE 3/4' DIAM, TPRU BOLT IN ANCHOR 1365 # 1335 Is 210V
4, - DOUBLE SPEAKEQUALS: 8'x8'xIVCONCRETE MASONRY B/E = BOTH ENOS OF TRUSS HUGHES RT 18112 wl 14-10d NAILS UPLIFT CAPACITY 1126•
LOAD PERPENDICULAR TO GRAN c 1,330 LBS 0 (DADE APPROVAL OW-0111,03) SHEET
As LOAD PARALLEL TO GRAIN x 2,550 LBS UNO a UNLESS NOTED OTHERWISE
- WITH SHORT DURATION LOAD FACTOR CO-133 G a GRAVITY LOAD
USING 13 FACTOR13W LBS x 1.3 Is 1,121 LBO/BOLT LATERAL BRACE J TYP r TYPICAL SEMCO THOS 26 w/ 18-Yod NAILS TO LEDGER AND 14 Od x 1-1/2' NAILS
-2331. -0818.15)
K' TO TRUSS.CAPACITY 6 $0 U c 12860(DADE APPROVAL '35-0818.15)
1/4' ATTACH X-BRACING w/ SEMCO FRAMING ANGLE, $IMP$ON HURRICANE CLIP WI w/4-8d NAILS S - 8
CLP3 TO CONTINUOUS 2'x4' PT LEDGER
real
Al
A, L
E RA
STEEL COLUMN BUCKET DETAIL ATTACHED TO COC. MOCK WALL CAPACITY •(U.-4WO)(DADE APPROVAL
4' x 4' x 1/4' w/ 1/4' DIAM. x �-I/2' TAPCONS * Voz, T*rF:-^>ICAL C;%,45LE END DETAIL AT OF SHEETS
SCALE: N.T.S. (TYPICAL) CONCRETE fRA<E 5EAM $EMCO THOS 26 (0)w/(6)1/4' DIAM.TAPCONS x 3.1/2' LONG TO -
MASONRY WALL AND 14 Od x 1-1/2"NAIL$TO TRUSS.
SCALE, N.T.5. 64 CAPACITY G=2645•U=2115•(DADE APPROVAL 196-0818,15) rPROJECT No.:
kE ADD FILE: