00-1068-017 ' REVISIONS T-51
INDICATES DIRECTION OF
LONG SHEATHING DIMENSION
(PERPENDICULAR t0 WOOD 16 ����� �����
TRUSSES DIRECTION)
PROVIDE 3/4' PLYWOOD
SHEATHING WITH 10d NAILS AT Cl I I C1
4' O.C.AT SUPPORTS AND 2' t-5
AT BOUNDARIES WITH
SHEARBLOCKS 4 x 2 At 48' O.C.
(AT PLYWOOD JOINTS)TOE NAILED t.
TO TOP CHORDS WITH 2-lbd NAILS
AND SHEATHING SECURED TO THEM /i
WITH 10d NAIL$AT 4' O.C.
71 / I
t-
t5
INDICATES DIRECTION OF
V// LONG SHEATHING DIMENSION
VZ1 I CI (PERPENDICULAR TO WOOD I �,_1 TRUSSES DIRECTION)
PROVIDE 34' PLYWOOD
SHEATHING WITH 10d NAILS AT
yl / 4' O.C.AT SUPPORTS AND 2' I ¢`"
T-1 AT BOUNDARIES WITH t- Ll °o
SHEARBLOCKS 4 x 2 AT 48' O.C. I I oo-
(AT PLYWOOD JOINTS)TOE NAILED - /I
TRU55 ANS GIRDER LOADS SCHEDULE ( T- I AND SHEATH SECURED t0 THEM
WITH 10d NAILS AT 4' O.C. rA
TRUSS" SPAN (Ft) x SPACING(ft) B(ft) GRAVITY UPLIFT K2)PERP. F(I)PARAL. I /T-
/
T-1 20 2 40 63 1,100 l80 1000 19
o
T-2 28 2 56 63 1,540 1,092 1000 Ill T-1 T-
T-3 20 2 40 21 1,100 180 1,000 185
T-4 1933 2 38.66 64 1,063 154 1000 l6 I /T//
7I T-5
T-5 2033 2 401o6 18 1,118 l93 1,000 65 I I 0
CD
Gt-I 10 14 140 63 3,850 2,130 1000 40 -1 I 7-5 I c~n.d
GT-2 2033 10 2033 18 5,59) 3,%4 5,000 65 I +— _�
�N
T-1 t-5
�o
//11// 4' SLOPE I zv
//T //
I I T-5 I a z
o
N2 = QTY.OF 1/44 x 33/4' LONG TRUSS _1
HILTI-KWIK II CARBON t-5
STEEL ANCHOR BOLTS VERIFY DIMENSION I I M
rn
33/' MIN. (MINIMUM OF 2) WITH TRUSS MANUF. T-1 I I t-5 I °o
4 N2 = QTY.OF 1/44 x 33/4' LONG
HILTI-KWIK II CARBON I I I.
F// STEEL ANCHOR BOLTS I T-1
(MINIMUM OF 2) I t-5
I I I I >m
e=4' CONCRETE T-1 I T-5
4' WOOD TIE BEAM
2' ® TRUSS I T-1 I C2
O
CONCRETE f9 I I I I e 8N-o' AT BOTTOM CHCORD
TIE BEAM 2 2 /4'2'2 I T-2 I I I T-5 OF WOOD SSES(TYPICAL)
N1 = QTY.OF r/z'� THRU 13/4 NI = QTY.OF riz'� THRU
BOLTS WITH NUTS BOLTS WITH NUTS T-2 I I I
AND WASHERS B A 12' WOOD
AND WASHERS � SEE TRUSS MANUFACTURERS (MINIMUM OF 1) I I I A BEAM S 3 T-5
4' SLOPE ( C3 5-3 I I z
(MINIMUM OF 1) SHOP DRAWINGS .. I T-2 I t-5
TRU55 ANCHOR DETAIL i T-2 i I O O O
T-5
I
GIRDER 3 I T-2 I S-3 I T-5
N2 - QTY.OF 3/4'o x 43/4' LONG TRUSS
HiLT(-K.WiK 11 CARBON i i I t5 I I T5
STEEL ANCHOR BOLTS VERIFY DIMENSION T-2
43/a' MIN. (MINIMUM OF 2) WITH TRUSS MANUF. I T-5
N2 = QTY. OF 3/44 x 43/4' LONG I T-2 I I I T_5
HILTI-KWIK II CARBON
F// rarm STEEL ANCHOR BOLTS
(MINIMUM OF 2) � I
T-2 72 M A I T-5
°8' I DENO 6 2 x 4 WOOD BRACINGS
6' GIRDER Q1 TIE BEAMS ( 9 8'-O�O.C.AT BOTTOM CHORD
2, ® TRUSS sD
T-2 OF D TRUSSES(TYPICAL) T-5
o I I I
CONCRETE I T-2 I I GT-1 I I CaT-1
TIE BEAM I ------ -- __ ----------------- —
2 2' /4'2' 2 I I I fsT-I C3 74 T5 C3 CST-2
NI QTY.OF 3/4'0 THRU 13/41 Ni QTY.OF 3/44 THRU T-2
BOLTS WITH NUTS BOLTS WITH NUTS I I I II = 9
AND WASHERS SEE TRUSS MANUFACTURER'S AND WASHERS I I m
(MINIMUM OF I) SHOP DRAWINGS !MINIMUM OF U T-2 I II o4
i II w
GIRDER TRU55 ANCHOR DETAIL I I j II - - - - - - - - �, o o - - - - - I \ T$ /
T-2 Bt-I
PROVIDE 2 x 6 PT LEDGER I o ID x T LE GER
WITH 1/24 ANCHOR BOLTS AT I H r - AN OR L S
24' O.C.7O RECEIVE PLYWOOD I _------- — --- ——————— 24' t P \ /
SHEATHING G3 I 23-� I C3 I s EA
T-3
//t, //�// A
tr r v tr tr tr v tr r a tr r tr tr a tr tr tr tr tr v 4
7-3 I I (
ZOPEN TO BELOW
T3 T-3 3 I // \\ o/777-4 �7 C A� c� tg I VIDE 2 x 6 PT EDGER 6-4
ROOF 5EA 15CHEDULE T-3 I I ( WITH
O.C. 0 Al GHOR LTS A PROPO ED
2 "5 BOT. o o I SH ATH NG 12ECE PLYWOOD S-4 CRICKS
MARKS SIZE TOP OF REINFORCING "3 TIES REMARKS 2 "5 BOt. o o I I I (8.0.)
W H SM.ELEV. BOTTOM TOP cCv T-3 I T4 c�
s s 4 112' TOP TIE BEAM T$ C3 t5 G3 TS
TB 8 12 12-0 2 5 2 5 _ _
BAIL o 48' SEE NOTE - I 8' I
2T5-I 8' 12' 20'-6' 2 05 2 "5 4 Q 12' TOP TIE BEAM 7-3 O
BAL g 48' SEE NOTE - i DETAIL OF 2 LAYERS 1 � 1 I INDICATES DIRECTION OF p � LL
RB-I 8' 21' 13'-0' 2 "5 2 "5 8' �DTTDM ��4R5 7-3 I 16 LONG SHEATHING DIMENSION LL r�
OT 2 x BRACING INDICATES DIRECTION OF N (PERPENDICULAR 70 WOOD L1
R5-2 8' 43' 12'-0' 4 "5 2 05 12' SEE NOTE - 2,3 I 1 TRUSSES DIRECTION) 'I ' U 4
8-fD d .At TT CHD LONG SHEATHING DIMENSION PROVIDE 3/4' PLYWOOD Wl° 2W P.LR z o �l
T-3 I TRU E l PIC ) (PERPENDICULAR 70 WOOD SHEATHING WITH 10d NAILS At Cl
TRUSSES DIRECTION) _ 4'O.C.AT SUPPORTS AND 2' LLI
NOTES: I. ADD 2 "5 x 5'-0' LONG BENT 30'FROM COINER WITH CB I PROVIDE 3/a' PLYWOOD TRI /G3 C3 T5 AT BOUNDARIES WITH w Q�L
T 7-3 SHEATHING WITH 10d NAILS A7 I \o _ SHEARBLOCKS 4 x 2 AT 48' O.C. mmma
4 "3 TIES AT 12' O.C.(TYPICAL At CORNERS) I 4'O.C.AT SUPPORT$AND 2' � �4
4' OP och AT BOUNDARIES WITH �I (AT PLYWOOD JOINTS)70E NAILED ,
2. ADD 1 "5 0 12' OC.EACH FACE At ALL BEAMS TO TOP CHORDS WITH 2-16d NAILS 30' OR DEEPER T-3 I SHEARBLOCKS 4 x 2 At 48' O.C. z -�
I v 3.SEE DETAILS OF TWO LAYERS BOTTOM BAR$ N (A7 PLYWOOD JOINTS)TOE NAILED AND SHEATHING SECURED 70 THEM c1
TO TOP CHORDS WITH 2-ibd NAILS WITH 10d NAILS At 4'O.C. cLu 0 � `�
AND SHEATHING i T-3 I W THH 10d NAILS ATE4'UO C. TO THEM p� o z
a, .d 8' x 12' CONCRETE TIE T-3 I "4 PRO r T ROCF FRAMING PLAN r � _ O (L � � fL
CONCRETE= STRENGTH = (f c) -- 3,000 P.S.I. WITH /z O ANCHOR BOLTS AT
BEAM WITH 4 5 CONTINUOUS 24' O.C.TO RECEIVE PLYWOOD SC)41_E. 1d - 1 0
BOTTOM REINFORCEMENT N I Z
INDICATES DIRECTION OF OUTER LAYER 14 a AND "3 TIES AT 48' O.C. _ I I
.-��.• . SHEATHING -
' C6 T —�-
15 ------ — — — — — —
MAi�CS DEPTH BOTTOM BARS TEMPERATURE . ;
# SPACING (in.) # SPACING (in.) AT TIE BEAM DROPS PROVIDE I
. 2 "5 BOTTOM EXTENDED 4'MIN. 41
2 - 6 8 5 8 •. ' ---
At BOTH SIDES OF OPENINGS
WITH "3 TIES AT 6' D.C. DRAWN
r• RMA
TOP REINFORCEMENT a = 1'-0' a = l'-0' CHECKED
SEE NOTE-2 lK)AT STRUCTURAL •••••• ,
B GENERAL NOTES)
E.A.C.
�-- Q2 - 38.1 02 - 38.1 G 55 PSF p� r '�fi. DATE
I Q Q1 - 30.4 ,�� �� t c, r APRIL '00
SPACING DIMENSIONS 2 2 ,o
MARKS QTY # TYPE I ) L
(in.) A B C ( JOB NU1' BER - SCALE
000MNEOo 9Mo 9Off -1 Mn _ SHOWN
10 5 18 Q 0'4' 2'-4' 1 L C --- JOB No.
CONSULTING ENGINEERS, PA. �` 2K-216
3 � , � � CIVIL , STRUCTURAL DO 04� : .LINTEL I SCALE: ,4 1-0 SHEET
R 0� LOAD A�I��� ,
DATED z
(SHOWING DROP OF TIE BEAM AT WALL OPENINGS) -1220 S.W. 39th TERR MIAMI, FLA, 33155 to FCY r
TEL- (305) 262-6225 FAX- (305) 262-2014 AUGUST 00 S-2
7 71
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