00-0495-043 IcJ/32' EXTERIOR Gf;?.4r.>E a U2500 FOR COMMON FLOOR TRUSSES USE ONE A
PLYWOOD SHEATHING NAILED HUGHES OTC STRAP w/ cJ-M x 1-1/2' CONGfRETE 5EAM 5GPEE)ULE DADE COLNTY 43-0.1�-00
TO TRUSSES w/ 10d TO TRUS5 4 Od x 1-1/2' TO SEAT PLATE
NAILS 0 4' FOR FLOOR GIfQEf§ TRU9E$ USE TWO
EMENTS
REINFORC
Lu
3/4' PLYWOOD DIAP14RAGM w/ 10d NAIL$ V
INT. SUPPORTS AND 4' oz. AT PANEL J
III I'x11' PT WOOD LED13ER ATTACHED 750
3'xl2' PT WOOD BEAM 2nd.FLOOR EDGE$, EDGE 13LOCKM 2' NOMINAL.
TO CONCRETE BEAM w/ 1/2' C)
IAN, PLYWOOD $WALL BE GLUED W1 ADHESIVES
MEETING REQUIFEMENTS OF AFG-01 (TYPICAL).
AN 431
-62 at 121
ABOVE TO. T
PREFAB ENG.WOOD VAR 121 2-wo 2-5 SEE NOTES BELOW
T5.1 0
'13 A2 BELOW TLLEEN
I I PROVIDE 2'x4' PT BLOCKING BE
EAC14 TRUSSES.FASTEN BLOCKING
AND (2) 10d NAILS TOE NAILED a EACH ENOS.
IT
WOOD FLOOR CONNECTION
x4' X-15RACE
L Is
2'x6"PT NAILER ( FERFENDICULAR TO WALL
PERIMETER NAILING
G 321480 W_ A
I I 2XIO PT WOOD LEDGER ATTACHED TO CONCRETE TIE BEAM
PROVIDE TOP CHORD BEA ING
PLOOR
Lu 10d NAILS 0 blorm ELEV.- 40'-V'
INT.SUPPORT$
:1 Ind FLOO
BEAM TYPE5
A50VE so
it w
1. ARCHITECT TO REVIEW AND APPROVE
13,6 40 ALL BEAM ELEVATIONS AND BEAM DEPTHS.
-qI
_jI (y .1
BELOW
BELOW 3 AT ALL CORNERS, EA. WAY, AND 48'oc. REMAINDER
Vx(o' LATERAL BRACING 6'-Vo4.
w/2-10d NAIL$ EA. TRUSS 30' EACH WAY 0 ALL CORNERS.
2 BENT
GIRDER 61 PROVIDE 2X4 PT WOOD BLOCKIWG ATTACHED TO MASONRY WALL
GENERAL TRU55 AND WOO[) NOTE6
2 REFER TO Tft$S ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS
Ja WOOD FLOOR CONNECTION
ALL GIRDER TRUSSES SHALL AT A MINIMUM HAVE 2 "5 FILLED CELL
DIRECTLY BENEATH THE GINVER TRUSS SHOULD THERE BE A DISCREPANCY 1_4
(P`ARALLEL TO WALL )
BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING
C2 I
IT 16 YOUR RESPONSIBILITY TO NOTIFY TWE ARCWITECT IN WRITIWx
AND G
RAPWIC FORM ANY CWAW.%E5 AND MODIFICATIONS FROM
FW6-Is FaFs-161 ARCHITECTURAL LAYOUT, FAILURE TO DO 50 SHALL VOID OUR
BELOW A-) BELOW BELOW
APPROVAL OF TWE TIRUSS ENGINEERIWG PACKAGE. TRUSS
MANUFACTURER SWAILL ALSO LABEL ALL LOAD6 AND UPLIFTS ON
PRELIMINARY DRAWINGS SENT TO OUR OFFICE.
4 CO
CO
SPECIALTY ENGINEER BUT AT A MIN. ALL CONNECTIONS SWALL BE CAPABLE
0 EACH SIDE OF OPENIWS
OF WITHSTANDING A UPLIFT LOAD OF 150 LBS.
cn
SHOWN! ON STRUCTURAL DRAWINGS, -044ALL BE PROTECTED OR PRESSURE TREATED w
10 PLYWOOD ROOF, WALL AND CEILING SPEATPIW,% ARE DESIGNED AS DIAPHRAGMS
" - T- 5ECOND FLOOR FRAMING PLAN CYPRE55 MODEL
y 1 0 AND SHALL COMPLY WITH TWE APPLICABLE PROVISIONS OF CHAPTER 241 OF TWE
SCALE: 1/4' P-0' BUCKET 5FECIFIGATION:
w (j) SOUTH FLORIDA BUILDING CODE, UNLE56 NOTED OTWERWISE ON THESE DRAWINGS. C�2
(y ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER
VERIFY DIMENSION WITH - ALL 1/4' STEEL PLATE$ TO BE ASTM A36.
TRUSS MAN
mu Q_ E - ALL SPECIFIED MATERIAL$ ABOVE TO BE EQUAL BENDING STRESS, Fb 1,200 PSI (MINIML11) cq
V 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. E-., 0 <4
�3- / ,3' 3t 1, - ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4DIAM.BOLTS. RACING NOTES: U) .4 -
13' 3- BUCKET UPLIFT CAPA TWO MEMBER. C4 =
- FROM NOS TABLE 635,ONE 3/4' D IAM. THRU BOLT IN
41TY FOR
A . I. CROSS 5RACIWG SHOULD BE LOCATED AT NO MORE TWAN 5'-Voc. uZ kn
4k - DOUBLE SHEAREQUALS.1 (m
cq
4" LOAD PERPENDICULAR TO GRAIN a L330 LBS REPEATED AT EACH END OF BUILDIN63 AND AT 20'-V* INTERVALS.
AL LOAD PARALLEL TO GRAIN % 2,550 LBS
2. BOTTOM CHORE) LATERAL BRACING SHOULD BE LOCATED AT NO MORE
41 WITH SHORT DURATION LOAD FACTOR CD r 133 ...... I AA.,
BUCKET 6FECIFICATION: 4- USING 1.3 FACTOR1,330 LOS x 1.3 - 1,121B LBS/BOLT THAN (W-Vo.c. 50TTOM CHORD LATERAL BRACIWj SHOULD BE CLOSE
i -JI 41 TO T14E BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED 13RACE
- ALL 3/4' DIAK TM MOLTS TO BE AST11 A325.
SPACIW3 PERMITS.
- ALL 1/4' STEEL PLATES TO BE ASTM A36
RL EXPANSION DOLTS TO BE HILTI KWIK BOLT Il. 1/4'
0 - ALL "cmip MATERIALS AwvE To Ewa A
ALL TH 6 T ASTM A32D. 3. CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS
OR BETTER
�L jTT
rP LATgr?TDE Ar5TM A36
D I Td BE
41 0 - 1/4'FILLET MELD ALL AROUND FOR ALL PLATE COIVECTI LE FIED ATE L5 A50VE EQUAL OR BETTER $TEELCOLUMN FROM ONE END OF TWE BUILDING TO TWE OTHER AND SHOULD OVERLAP
- ALL BOLT WOLES TO 13E 1/8' DIAM.FOR 3/4' DIAM.BOLTS. - 1/4' FILLET WELD FOR ALL PLATE CONNECTIONS. 4' x 4' x 1/4' AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2'x4' GRAOE
- ALL BOLT HOLES TO BE 1/8' DIAM.FOR 3/4' DIAM.BOLTS.
12, 4 BUCKET UPLIFT CAPACITY FOR TWO MEMBER. - USE PLYWOOD FILLERS 04EN REQUIRED. MARKED ILLIMBER,NAILED WITH A MIN. TWO I(od NAILS, IN ACCORDANCE
41 - FROM NOS TABLE 835,ONE 3/4' DIAtt TWRU BOLT IN - ALLOWABLEI&LLgY AMR?R 1 -1/2')
X - DOUBLE SWEAREQUALS.- 0 . 2,gT;jWL0�T (MIR EMBEDMENT 4 WITH NDS CRITERIA, AT EACH CONNECTION INCLUDIWj INTERMEDIATE
LOAD PARALLEL TO GRAIN a 2,550 LBS BUCKET UPLIFT CAPACITY FOR TWO Mgtj 9. SCALE: N.T.S. 4. BLOCK ALL PLYWOOD SEAMS WITH 2' X 4' (LAID FLAT) WITH 80 NAILS 0 4'oz.
LOAD PERPENDICULAR TO GRAIN is L330 LBS E - 3WILWOLT (MIN. EmBEDmENT 4-1/21) f5U(::<ET DETAIL T"SES.
IL
G N RA 4E
ED C
LE tR ATTACHED
'111411
Al I AC
7�
6A_ rl.
- WITH SHORT DURATION LOAD FACTOR CD m 1.33 - FROM ND5 TABLE 635,ONE 3/4' DIAM. TWRU SOLT IN AS SHOWN ON ROOF FRAMIWx PLAN.
STEEL COLUMN LO P
GRAN f
WOF 13 r 1,71 13 L56/BOLT
1.3 A ANCHOR OUTLOOKER TO
5UC<ET DETAIL TRUSS W1 ONE (1)SEMCO NOTE:
FASTENED .........................../_ CONTRACTOR $HALL COORDINATE AND VERIFY
2'xb' BLOCKING BETWEEN ALL DIMENSIONS WITH ARCHITECTURAL OLUGS.
.4 FASTE
ALL OUTLOOKERS _N
EACH END W/2-1(od NAILS
(4) 3/4' DIAM. x Is LOWx J BOLTS PROVIDE 2'x4' BLOCKING 2'x5' STFRUCTURAL
FASCIA W12-1601 NAJL5
W/ 3' WOOK, ALL PLYWOOD $EAM6,48' 15ACK
AT EACH OUTLOOKER
OF GABLE END.NAIL SEAM W/ 10d ROOF TfRUe,5 ANCHOR LEGEND
ACTUAL
CONCRETE RAKE BEAM. HUGHES OTC STRAP w/ 15-100 x 1-1/2' TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE
- ALL 3/4' DIAM.T14FJJ BOM TO BE ASTM A325. UPLIFT DRAWN BY: A. D.
(D STRAP CAPACITY 13658(DADE APPROVAL 'W-01171.03)
- ALL 1/4' STEEL PLATES TO BE ASTM A36. ft 3/41 Lu
- ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL w - x CHECKED BY: C. D.
40 OR BETTER, TA 20 TRM ANCHOR w/6-10C x 1-1/2' CAPACITY FOR CONNECTION
- 1/4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. REQUIRED 1365 4. 1335 a 21000 SCALE: 1/4" V-0"
- ALL BOLT HOLES TO BE 1/15' 0 IAM.FOR 3/4' D IAM,BOLTS. ANC14OR
5UCKE ITY FOR TWO MEMBER VxVA(V CONCRETE MASONRY HUGHES RT 18112 wl 14-10d NAILS UPLIFT CAPACITY 11260
- FROM N05 TABLE 83B, ONE 3/4' DIAM. THRU BOLT IN B/E a BOTH ENDS OF TRUSS
TYP, UNO z UNLESS NOTED OTHERWISE (DADE APPROVAL OW-0111,03)
LOAD PERPENDICULAR TO GRAIN st 1,330 LBS 114' ACE J
�IVAI LATERAL BR G x GRAVITY LOAD
LOAD PARALLEL TO GRAIN v 2,550 LBS TYP m TYPICAL SEMCO TWOS 26 w/ 18-16cl NAILS TO LEDGER AND 14 10d x 1-1/2' NAILS
41 - WITH SHORT DURATION LOAD FACTOR CD r.1.33 TYP. ATTACH X-BRACIWG w/SEMCO FRAMING AWGLE TO TRA S.CAPACITY G-23350 U as 12860(DADE APPROVAL n5-0818.15)
USING 13 FACTORI,330 1_56 x 1.3 1,12S LBS/IBOLT 1/4' CLP3 TO CONTINUOUS 2'x4' PT LEDGEW S - 8
ATTACHED TO CONC.BLOCK WALL SIMP60N 14URRICANE CLIP HI w/4-8d NAILS
STEEL COLUMNI f5UC<ET DETAIL STEEL COLUMN (TYPICAL) T`*rPICAL GA15LE END 7.)ETAIL AT OF SHEET�)
41 x 4' x 1/4' SCALE: N.T.S. 4'x4'xl/4' 5TEEL COLUMN CAP DETAIL CONCRETE RA<E BEAM SEMCO TWDS 2(v (0)w/(b) 1/4' 0[AM.TAPCONS x 3-1/2' LONG TO
CONCRETE FILLED MASONRY WALL AND 14 Od x 1-1/2' NAILS TO TRJSS.
SCALE: N.T.S. CALE, N.T.6. CAPACITY G-26450 U m221V(DADE AF49WVAL I*h-0818,15) PROJECT No
J kE ADD FILE: