11-705-028i
16•-5"
13•-3'
3'- 3
2' -7-
5 T.O.
T.o.B ELEv-+ir-e- TS FC @ 32-
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T-,5 TO.BELitp ;+17-6-
12'- 9"
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01 1
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LENGTH DtAM.
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2
DESIGN SUPERIMPOSED LOADS
(SLAB)
xi
LIVELCA
40 PSF
DEAD LOADS
BELOW.',
FLOORING
23 PSF
PARTITIONS
OPSF
MECH DUCTS
4 PSF
SUSPENDED CEILING
10 PSF
-!t- - - -
T-,5 TO.BELitp ;+17-6-
12'- 9"
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51
0
91
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01 1
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LENGTH DtAM.
0
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2
0.12
I
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JOISTS: 4X10 C SCOC -WOOD*
I __z
OPEN TO
BELOW.',
12d
NO 2 SELECT HEM -FIR, Fb- MIN
0,135
JOISTS, SECURE EACH 2X6 TO
&50 psi, E= MIN 1,200,000
0,148
V-
JOIST WITH MEN 3-16d GALV
W
TO CONCRETE WITH 112° DIA
NAILS. WOOD: NO 2 HEM-FIR, Fb-
0,177
HILT EXPANSION ANCHORS 0 24-
MIN 850 psi. E- MIN 1=000
00. PROVIDE 30# FELT BETWEEN
WOOD AND CONCRETE
DESIGN SUPERIMPOSED LOADS
MEMBERS
(BEDROOM AND LAUNDRY ROOF)
O
m
LIVE LOAD: 30 PSF
U
>!
DEAD LOADS ON TRUSS CHORDS
TOP CHORD DL 15 PSF
77
17
DESIGN SUPERIM17OSED LOADS
(LOWER BATH ROOF)
LIVE LOAD: 30 PSF
8"
DEAD LOADS ON TRUSS C"ORDS
4'-5'
4` -6- 4 ° -2"
TOP CHORD DL 15 PSF
BOTT CHORD DL: 10 PSF
6' -10"
2` -4 "'
UPLIFT: SEE WIND PRESSURE
DIAGRAMS
23'-3'
SECOND
FLOORS
B AND LOWER MASTER
BATH ROOF FRAMING PLAN 3/1611
REACTIONS
LtVE
DEAD
NET UPLIFT
HORIZONTAL REACT
HORIZONTAL NTAL�REA T
--- ------- ------
7 �—
-Omm
(m)
PARALLEL
CONNECTOR (SEE,Tl�i
(E2} REMARKS AND DETA1.2,
Ri
su
"S
i 1,501
174
172
CONNECTORI �UPPER ROOF TFW53ES
R2
405
338
647
Ila
172
CONNECTOR$ UPPER ROOF TRUSSES BEHIND PARAPET-TRU
SUPPORT 13 ANCHORED YMIM PARAPET
R3
210 i
175
298
55
156
CONNECTOR MASTER BATH ROOF TRUSSES AT LEDGER
R4
2"
203
56T
L-
55
ISO
CONNECTOR MASTER BATH ROOF TRUSSES AT T13
R5
770
60?_
189
Im
CONNECTORG L"40 RM TRUSS" BERM PARAPET
RO
754
620
1,814
j------
215
im
CONNECTOR 0 RM TRUSSES OVER GLASS DOORS
R7E
313
1 903
99
Ise
CONNECTOR6 MAIN ENTRY TRUSSES AT LEDGER
_375
RS
su
528
1,541
138
156
CONNECTOR3 UVNG ROOM TRUSSES AT MAIN ENTRY
R9 LL
990
025
1,518
260
156
CONNECTOR3 MAIN ENTRY TRUSSES
RIO
ISO
ISO
433
47
156
CONNECTOR2 CORRIDOR TRUSSES OVER CLASS DOORS
RII
180
150
328
L-
47
156
CONNECTORG CORRIDW TRUSSES AT LEDGER
--- R-12
420
350
---- ----------- ------- —
976
--
110
- --
R13
454
378
1,073
136
156
CONNECTOR3 KITCHEN TRUSSES OVER CLASS DOORS
- ------ --------- -
CONNECTOR
R14
450
375
l'O"
lie
156
BOTTOM LEDGER SERVANTS
PAIR OF CONNECTOR 7 SERVANTS ORM TRUSSES AT LEDGER
AT TOP RAILER
--------------- "
CONNECTOR OAT
R15
570
475
1,324
150
Ise
BOTTOM LEDGER WIN SERVANTS 0" TRUSSES AT LEDGER
PAIR OF CONNECTOR 7
RIO
540 1
450
1,288
224
156
CONNECTORS
Ri7
coo
500
1 13"
158
Ise
_1SERVANTSBRINTRUSSESATEXTERJOR
CONNECTORS TRUSS SUPPORT IS ANCHORED WPM PAP111
Rig
BID
575
I'm
274
is$
?!NEI TRL133M OVER GARAG
CI CTOR 4 E DOOR
CONNECT0R6AT I
R19
ago
575
1,030
lei
156
BOTTOMUEDGERW" TRUSSES AT GARAGE LEDGER BEHIND
PAIR OF CONNECTOR FARAPET
. . .......... I
AT TOP NAILER
CONNECTORGAT
R "
690
575
1,030
181
156
BOTTOM LEDGER WITH TRUSSES AT GARAGE LEDGER
PAIR OF CONNECTOR I
AT TOP NAILER I
B-1
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51
0
91
Q
01 1
25'-0"
PENNYWEIGHT",
LENGTH DtAM.
0
(InclIeSL —
SHEATHING�:V6 V-J
IN I TOG OINT
2
0.12
I
xi
JOISTS: 4X10 C SCOC -WOOD*
I __z
---L"
JL-2xiom�-m—mi
8" , L b'-2"
DESIGN SUPERIMPOSED LOADS
(GAZEBO)
LrVE LOA 30 PSF
DEAD LOADS-
DECK (2X6 T&G) 5 PSF
ROOFING: 15 PSF
UPLIFT: 21.68 PSF
I
22•-6"
HARDE't
L Lv-10"
NAILS
25'-0"
PENNYWEIGHT",
LENGTH DtAM.
_6s
(InclIeSL —
SHEATHING�:V6 V-J
IN I TOG OINT
2
0.12
ad 1
2 112 1
JOISTS: 4X10 C SCOC -WOOD*
NALERS AND TRIM: 2XIG -WOOD*
NSTALLED PERPENDICULAR TO
I STALL io
:�
NO 2 SELECT HEM-FIR, Fb MIN
12d
NO 2 SELECT HEM -FIR, Fb- MIN
0,135
JOISTS, SECURE EACH 2X6 TO
&50 psi, E= MIN 1,200,000
0,148
&10 PIL E- MIN 1-100,000. SECURE
JOIST WITH MEN 3-16d GALV
W
TO CONCRETE WITH 112° DIA
NAILS. WOOD: NO 2 HEM-FIR, Fb-
0,177
HILT EXPANSION ANCHORS 0 24-
MIN 850 psi. E- MIN 1=000
00. PROVIDE 30# FELT BETWEEN
WOOD AND CONCRETE
DESIGN SUPERIMPOSED LOADS
MEMBERS
(BEDROOM AND LAUNDRY ROOF)
O
m
LIVE LOAD: 30 PSF
U
>!
DEAD LOADS ON TRUSS CHORDS
TOP CHORD DL 15 PSF
LATERAL BRACING BOTTOM CHORDS: SLOPE DOM TRUSS 1 31 1 1 1 1 1 KANbVt-Mxt UtKtK
ci: cn
m Uj SLOPE (CRICKET) BY
PROVIDE IX3 WOOD STRIPPING @ 24- OC, ATTACHED TO CHOPD—MIN I 77-PER 7, 21 R15
-ILEOGIR
ROOFER
F�T r
UNDERSIDE OF TRUSSES BOTTOM CHORD WITH TWO- ad Z, .4 LEVG�R U. (a--
LL S OPE DOWN TRUSS TOP S-5
OMMON NAILS AT EACH INTERSECTION,
C C ORD MIN IW4'PER FOOT =0
SIZIFS OF
HARDE't
S'JEEL
NAILS
PENNYWEIGHT",
LENGTH DtAM.
_6s
(InclIeSL —
2
0.12
ad 1
2 112 1
O 12
0 135
12d
I /4 1
0,135
16d 1
3 1 /2
0,148
20d
0,177
4 112 —0-127---
0,177
gg OWN
Mm"6011 11
PREFABRICATED ROOF TRUSSES: SOUTHERN YELLOW
PINE No 20 FOR ALL TOP & BOTTOM CHORD MEMBERS,
SOUTHERN YELLOW PINE No 3 FOR VVEBS
Ili91 ■ Ef A, 0 MID
+
1 1 1-4
MAIN HOUSE
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