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r PREFABRICATED WOOD TRUSSES TYPE Cr " 0 2' -0' O.C.
PREFABRICATED W000 TRUSSES SEE 7/S1.3 FOR DIAPHRAGM DETAILS
TYPE T 0 2'-d' O.C.
SEE 7/S1.3 FOR DIAPHRAGM DETAILS
I r r I
I (4) 2x6 POST AT i I i
-- -- - END OF GLU -LAM I r I I I I I I I I I i I
-- -- -- - -I 3'4 PIPE COL
I r l l l l l
' 5 1/8"x 15' GLU -LAM i ' '
- - - - -- -- -- --- - - - - -- _ — +- =I - -= = -- 4A�
5 1 x1 r —
u- (2) 16" TJI GLU -LAM
(2) 16' TJI
_ 3 1 x 1 GLU -LAM SHIM TO 1 Ir DP.
(2) 16' TJI (4) 2x6 POST TYP. OVERHANG
- B1416 -2 -� SEE ARCH.
(2) 1 Ir TJI :O _ J _
_TT
S6
I x o _ f 16 a -- J 1 (1) TRUSS TYPE
J (A(/ w xs 3 `� I� 1
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- - -- - - x
O in — _ SIMPSON HANGER _ � o � i
J I b° t b - (2) 1 �' TJI (2) 16' TJI 81416 TYP. U.N.
J I w o� - x n' C -- - 3' T&G WOOD DECK 1
9 UR
Y _ LL (2) 16' TJI 0 1 '*-16wTJI HEADER TYP.
O .
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2x COLLAR TIE.
I O tz w 4c `c� - 3/S1.3 o t- - SEE ARCH. FOR
O V m� � '� I
LOCATION.
(2) 16' TJI - x �,
CL °z - 3 - bo I < J ?1
M� �� __- __ == (2 16' TJI
N oo I I - -- --
1 3 M x I II IW12x22 ►W12x26 W1 4x26 1 ► W12x22 1
1 ,
l/S1.3 I I I i 1 I ►
15' -ir 20' -7' I 11'_11•
27' -3 1 It 1 ► ► 3 t/I!: 7 1/i G/l1 1 ► 1 3' -0" I I
� I I I
I
HORIZ. BOTT. I I '
L TYP.
1 CHORD BRC'c.
N
I II
T&G WOOD DECK 1 I
1 1 , (2 - SPAN CONT.) _ (7) TRUSS TYPE 'A' 0 8' -d' O.C. --am ' I
II ► SEE NOTES BELOW
FOR DIAPHRAGM 11
LL — W12x22— — — W12x22— 1 _ 12x22 — W12x22 — — W12x22 — — —
M
N
11'-d' L 8' -0' _ _ 10' -d' °D
32' -5'
12
10
ROOF LIVE LOAD - 20 PSF MIN.
SNOW PER IND BUILDING CODE & 91 UBC
TRUSS MANUFACTURER TO DETERMINE
WEB CONFIGURATION & WEB BRACING
CONT. 20 BOTT. CHORD BRACING
0 8' -0' O.C. MAX. FASTEN TO
END WALLS EACH END,
29' —d' INSIDE FACE
TRUSS "D" PROFILE.
NOT i0 SCALE
C.4
ROOF FRAMING PLAN-
SCALE: 1 /8 1 � =-0" NORTH
NOTE:
ALL TJI TO BE 16' DEEP 'TRUSS ,101ST' TJI /55C
® = 104 DIAGONAL ROD BRACING IN THIS BAY. SEE 4/S1.3
DIAPHRAGM NOTE: T&G WOOD DECK TO BE GLUED AND NAILED
TOGETHER TO PRODUCE A MIN SHEAR CAPACITY
OF 350 LB FT AS RECOMMENDED BY THE
DECK MANUFACTURER.
Coll
19' -11"
TRUSS "E" PROFILE
NOT TO SCALE
t
f
n
1 O NAILS 0 6' O.C.
0 ALL SUPPORTED PANEL EDGES
4'x8' PLYWOOD
PANEL
1 O NAILS 0
12' O.C. -ROOF
IN FIELD OF PANEL
PANEL CUPS
BETWEEN
SUPPORTS -
TYPICAL PT+7
6"
i/2' STIFF.
N.S. do F.S. T /STL +12' -11 5/8"
�-1 /2' CAP It
3'4 STD.
PIPE COL
4 1 /2' SQ. x 1 12' BASE It
6' SQ. x 1 /2" It 4 -SIDES AFTER
3/16 2 FINAL ALIGNMENT
+0' -0'
O' =6 1/2*
3'4 STD. PIPE
STUB COLUMN
STIFF.
N.S. do F.S.
W21
WALL
SECTION
SCALE: 3/4 " =1' -0" $1.3
OVERLAP JOISTS
I
I
16" TJI 16' TJI
2x6 TREATED WOOD BRIG. PLATE. WEB STIFFENERS PER
BOLT TO BEAM FLANGE WITH MFR'S. RECOMMENDATIONS
1/2"4 THRU BOLTS 0 2' -0'
O.C. STAGGER EACH SIDE. W14
(COUNTERSINK BOLT HEADS)
SECTION 3
SCALE: 3/4"=V-0"
3' T&G WOOD
DECKING. SEE
DIAPHRAGM NOTES
BELOW
f- GLUE do SPIKE DECK
G/L TRUSS
T0 ,STUD WALL TOP PLATES
BEYOND 0 6" O.C. TYP.
2X4 0 16" O.C. STUD WALL SNUG TIGHT BETWEEN
t4-4 ��c TRUSSES. SEE ARCH FOR O.H. DETAILS
1 /2' PLYWOOD GLUE do NAIL
20 TREATED WOOD BRG. PLATE. —�
BOLT TO BEAM FLANGE WITH
1/2"4 THRU BOLTS 0 2' -0" W12
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS)
I (� ROOF JOISTS
OR TRUSSES
UNBLOCKED DIAPHRAGM
TYPICAL ROOF r7
NAILING PATTERN st.3
NO SCALE
3"4 STD.
PIPE COL
BEYOND
SECTION a
SCALE: 3/4' =1' -0" 51.3
L
1 /2' CAP It
2x4 TREATED WOOD BRG. PLATE.
BOLT TO BEAM FLANGE WITH
1 /2'4 THRU BOLTS 0 2' -0'
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS)
W W12
J
/- TRUSS TYPE "B•
3/16 2
3/16 2�
jSEE 8/1.3 FOR DETAILS NOT SHOWN
`- 34 STD.
PIPE COL
SECTION r2
SCALE: 3/4 " =1' -0" S1.3
TRUSS TRUSS
DET. 5/S1.3 1 "4 ROD
BRACING
TURNBUCKLE
DET. 6/S1.3 1/-CLEVIS
3" T&G WOOD Df-"
ROOF T
SEE Pb
3 1 /fx 7 1/f GA
HORIZ. BOTT.
CHORD BRC'G.
SECTION a
SCALE: 1/4 " =V—o" 51.3
DETAIL s
SCALE: 1"=l'—O" 51.3
ROOF TRUSS
SEE PLAN -
3/16
3/16
0 ROD BRACING
x--1'0 ROD BRACING
CLEVIS
1 /4" GUSSET It
_J
SLOT 3 1 /8'x 7 112' G/L HORIZ.
(2) 314" BOLTS BOTT. CHORD BRACING ON 0
TYP. TO RECEIVE 1/4! I('
DETAIL s
SCALE: 1"=19—(I �.3
Browning Day Mullins Dierdorf Inc
334 North Senate Avenue
Indianapolis Indiana 46204
317.635.5030
FAX 317.634.5409
STRUCTURAL CONSULTANT
LAWSON
ASSOCIATES
ENGINEERING
CONSULTANTS
650 EAST CARMEL DRIVE
SUITE 310
CARMEL. INDIANA 46032
317 -574 -9409
FAX 317 - 574 -9431
►II�IIIUti���''i
STt 'pN&
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21487 �-
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14
PRAIRIE
VIEW
GOLF
CLUB
N
Project No.
U
Drawn
A
Checked
o
b
1/8" =1' -0"
Date
10
O
ao
N
40
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ao
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(0�
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s'
8/S 1.3
I T I T_ F T-T T T
rrF - T-- F—T -
�Tf
III II ,IIIIII�
_ IIII111 III I.I11)
r PREFABRICATED WOOD TRUSSES TYPE Cr " 0 2' -0' O.C.
PREFABRICATED W000 TRUSSES SEE 7/S1.3 FOR DIAPHRAGM DETAILS
TYPE T 0 2'-d' O.C.
SEE 7/S1.3 FOR DIAPHRAGM DETAILS
I r r I
I (4) 2x6 POST AT i I i
-- -- - END OF GLU -LAM I r I I I I I I I I I i I
-- -- -- - -I 3'4 PIPE COL
I r l l l l l
' 5 1/8"x 15' GLU -LAM i ' '
- - - - -- -- -- --- - - - - -- _ — +- =I - -= = -- 4A�
5 1 x1 r —
u- (2) 16" TJI GLU -LAM
(2) 16' TJI
_ 3 1 x 1 GLU -LAM SHIM TO 1 Ir DP.
(2) 16' TJI (4) 2x6 POST TYP. OVERHANG
- B1416 -2 -� SEE ARCH.
(2) 1 Ir TJI :O _ J _
_TT
S6
I x o _ f 16 a -- J 1 (1) TRUSS TYPE
J (A(/ w xs 3 `� I� 1
3 7 1111rx 1T
- - -- - - x
O in — _ SIMPSON HANGER _ � o � i
J I b° t b - (2) 1 �' TJI (2) 16' TJI 81416 TYP. U.N.
J I w o� - x n' C -- - 3' T&G WOOD DECK 1
9 UR
Y _ LL (2) 16' TJI 0 1 '*-16wTJI HEADER TYP.
O .
�c 3 O _J
2x COLLAR TIE.
I O tz w 4c `c� - 3/S1.3 o t- - SEE ARCH. FOR
O V m� � '� I
LOCATION.
(2) 16' TJI - x �,
CL °z - 3 - bo I < J ?1
M� �� __- __ == (2 16' TJI
N oo I I - -- --
1 3 M x I II IW12x22 ►W12x26 W1 4x26 1 ► W12x22 1
1 ,
l/S1.3 I I I i 1 I ►
15' -ir 20' -7' I 11'_11•
27' -3 1 It 1 ► ► 3 t/I!: 7 1/i G/l1 1 ► 1 3' -0" I I
� I I I
I
HORIZ. BOTT. I I '
L TYP.
1 CHORD BRC'c.
N
I II
T&G WOOD DECK 1 I
1 1 , (2 - SPAN CONT.) _ (7) TRUSS TYPE 'A' 0 8' -d' O.C. --am ' I
II ► SEE NOTES BELOW
FOR DIAPHRAGM 11
LL — W12x22— — — W12x22— 1 _ 12x22 — W12x22 — — W12x22 — — —
M
N
11'-d' L 8' -0' _ _ 10' -d' °D
32' -5'
12
10
ROOF LIVE LOAD - 20 PSF MIN.
SNOW PER IND BUILDING CODE & 91 UBC
TRUSS MANUFACTURER TO DETERMINE
WEB CONFIGURATION & WEB BRACING
CONT. 20 BOTT. CHORD BRACING
0 8' -0' O.C. MAX. FASTEN TO
END WALLS EACH END,
29' —d' INSIDE FACE
TRUSS "D" PROFILE.
NOT i0 SCALE
C.4
ROOF FRAMING PLAN-
SCALE: 1 /8 1 � =-0" NORTH
NOTE:
ALL TJI TO BE 16' DEEP 'TRUSS ,101ST' TJI /55C
® = 104 DIAGONAL ROD BRACING IN THIS BAY. SEE 4/S1.3
DIAPHRAGM NOTE: T&G WOOD DECK TO BE GLUED AND NAILED
TOGETHER TO PRODUCE A MIN SHEAR CAPACITY
OF 350 LB FT AS RECOMMENDED BY THE
DECK MANUFACTURER.
Coll
19' -11"
TRUSS "E" PROFILE
NOT TO SCALE
t
f
n
1 O NAILS 0 6' O.C.
0 ALL SUPPORTED PANEL EDGES
4'x8' PLYWOOD
PANEL
1 O NAILS 0
12' O.C. -ROOF
IN FIELD OF PANEL
PANEL CUPS
BETWEEN
SUPPORTS -
TYPICAL PT+7
6"
i/2' STIFF.
N.S. do F.S. T /STL +12' -11 5/8"
�-1 /2' CAP It
3'4 STD.
PIPE COL
4 1 /2' SQ. x 1 12' BASE It
6' SQ. x 1 /2" It 4 -SIDES AFTER
3/16 2 FINAL ALIGNMENT
+0' -0'
O' =6 1/2*
3'4 STD. PIPE
STUB COLUMN
STIFF.
N.S. do F.S.
W21
WALL
SECTION
SCALE: 3/4 " =1' -0" $1.3
OVERLAP JOISTS
I
I
16" TJI 16' TJI
2x6 TREATED WOOD BRIG. PLATE. WEB STIFFENERS PER
BOLT TO BEAM FLANGE WITH MFR'S. RECOMMENDATIONS
1/2"4 THRU BOLTS 0 2' -0'
O.C. STAGGER EACH SIDE. W14
(COUNTERSINK BOLT HEADS)
SECTION 3
SCALE: 3/4"=V-0"
3' T&G WOOD
DECKING. SEE
DIAPHRAGM NOTES
BELOW
f- GLUE do SPIKE DECK
G/L TRUSS
T0 ,STUD WALL TOP PLATES
BEYOND 0 6" O.C. TYP.
2X4 0 16" O.C. STUD WALL SNUG TIGHT BETWEEN
t4-4 ��c TRUSSES. SEE ARCH FOR O.H. DETAILS
1 /2' PLYWOOD GLUE do NAIL
20 TREATED WOOD BRG. PLATE. —�
BOLT TO BEAM FLANGE WITH
1/2"4 THRU BOLTS 0 2' -0" W12
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS)
I (� ROOF JOISTS
OR TRUSSES
UNBLOCKED DIAPHRAGM
TYPICAL ROOF r7
NAILING PATTERN st.3
NO SCALE
3"4 STD.
PIPE COL
BEYOND
SECTION a
SCALE: 3/4' =1' -0" 51.3
L
1 /2' CAP It
2x4 TREATED WOOD BRG. PLATE.
BOLT TO BEAM FLANGE WITH
1 /2'4 THRU BOLTS 0 2' -0'
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS)
W W12
J
/- TRUSS TYPE "B•
3/16 2
3/16 2�
jSEE 8/1.3 FOR DETAILS NOT SHOWN
`- 34 STD.
PIPE COL
SECTION r2
SCALE: 3/4 " =1' -0" S1.3
TRUSS TRUSS
DET. 5/S1.3 1 "4 ROD
BRACING
TURNBUCKLE
DET. 6/S1.3 1/-CLEVIS
3" T&G WOOD Df-"
ROOF T
SEE Pb
3 1 /fx 7 1/f GA
HORIZ. BOTT.
CHORD BRC'G.
SECTION a
SCALE: 1/4 " =V—o" 51.3
DETAIL s
SCALE: 1"=l'—O" 51.3
ROOF TRUSS
SEE PLAN -
3/16
3/16
0 ROD BRACING
x--1'0 ROD BRACING
CLEVIS
1 /4" GUSSET It
_J
SLOT 3 1 /8'x 7 112' G/L HORIZ.
(2) 314" BOLTS BOTT. CHORD BRACING ON 0
TYP. TO RECEIVE 1/4! I('
DETAIL s
SCALE: 1"=19—(I �.3
Browning Day Mullins Dierdorf Inc
334 North Senate Avenue
Indianapolis Indiana 46204
317.635.5030
FAX 317.634.5409
STRUCTURAL CONSULTANT
LAWSON
ASSOCIATES
ENGINEERING
CONSULTANTS
650 EAST CARMEL DRIVE
SUITE 310
CARMEL. INDIANA 46032
317 -574 -9409
FAX 317 - 574 -9431
►II�IIIUti���''i
STt 'pN&
-� No �-
21487 �-
o srATE of cr
NA
i►
14
PRAIRIE
VIEW
GOLF
CLUB
Revision
Clubhouse
Roof Framing Plan
Project No.
9443 9508S13
Drawn
JDF
Checked
MJL
Scale
1/8" =1' -0"
Date
9 -21 -95
Revision
Clubhouse
Roof Framing Plan