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III � IIII II
IIII I t I R
PREFABRICATED WOOD TRUSSES TYPE 'D" 0 2' -0" O.C.
PREFABRICATED WOOD TRUSSES I I I I SEE 7/S1.3 FOR DIAPHRAGM DETAILS
TYPE E' 0 2'-d' O.C.
SEE 7/S1.3 FOR DIAPHRAGM DETAILS
-- -- -- -- (4) 2x6 POST AT
END OF GLU -LAM ► , , I I ( I I , , , , i i , , I , i i i i i
I
II -- -- -- - -II 3'0 PIPE COL
- -- -- _
- 'tlllil ►,,, ,......I,
t t 5 1 /8'x 15 GLU -LAM
41— �41�
I —r—r I I T 44- 5 1 x12" r
�- (2) 16' TJI _ -L
TF- - - -- -- - --
I -
- (2) 16" TJI -�
I b - _
- 3 1 x 1 GLU -LAM SHIM TO 1 DP.
(2) 16' TJI SIMPSON HANGER - (4) 2x6 POST TYP. OVERHANG
-
81416-2 t/
SEE ARCH.
- - - - - - - - - - - J
1 - (2) 16' TJI _
- N
--�b+ x
N o _ (A( k, js 16 �L 3 - a - _ i (1) TRUSS TYPE "C"
h o -
x
Cn r? r — _
N CU .- C > Z
b ,' , o i '� b � _ (2) 16' TJI 8141P 6TYpU.NER -- w
I I 2) 16" TJI b U -- - T I I yy I
O I - x — 3" &G WOOD DECK
I Ilk
L 2 1 TJI (2) 16' TJI 1 TJI HEADER TYP. [�
O N
_ ^u
- w
tO I ; ; ^ ---® _ _ v I 2x COLLAR TIE.
C.1 m !o 3/S1.3 SEE ARCH. FOR
At I o c°� - 40 r ° - �' I LOCATION.
8/S1.3 °a op -- - - - -o, _ 3 (2) 16" TJI - b I QN��4 1
N za - -
aO 2/S1.3 17' -10 1 �' 6' -
1., v `n _ (2 16' TJI r _ 4
o�
b I N I I —— -- �'
ao I _ I II W1 2x22 �W12x26 W14x26 W12x22
13 I l
1/S1.3
r J I 17' -11' I 15' -6' 20' -2'
27' -3 1/2'
3 1/ti 7 11r GA1
HORIZ. BO L
I x 1 CHORD BRC'G. ( I I
�1 x N x ' II
114/S1.31 3' TdcG WOOD DECK I
I i (2 - SPAN CONT.) I 1
I I L (7) TRUSS TYPE 'A' • 8' -d' O.G. ' -wow 1 I
SEE NOTES BELOW
FOR DIAPHRAGM i
W12x22 1 — 12x22 _ W1242 — — W12x22 — — —
Cn
11' -d' _ _ 10'-0• _ _ 8'-4f 10' -0' a0 11' —D'
32' -5
c
s"
CONT. 2x4 BOTT. CHORD BRACING
0 8' -0" O.C. MAX. FASTEN TO
END WADS EACH END.
TRUSS "D" PROFILE
NOT TO SCALE
It:>a
ROOF FRAMING PLAN_
SCALE: 1/8" =1' -0" NORTH
NOTE:
ALL TJI TO BE 16" DEEP 'TRUSS JPST' TJI /55C
® = 120 DIAGONk 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 U3 FT AS RECOMMENDED BY THE
DECK MANUFACTURER.
to
,' -2•
6"
TRUSS "E" PROFILE
NOT TO SCALE
t
10d NAILS 0 6" O.C.
0 ALL SUPPORTED PANEL EDGES
4'x8' PLYWOOD
PANEL -- ---- -- __
1 O NAILS •
12" O.C. -ROOF
IN FIELD OF PANEL
PANEL CUPS
BETWEEN
SUPPORTS -
TYPICAL
PT—H—T-
1/Y STIFF.
N.S. do F.S. T /STL +12' -11 5/8'
W141
1 If CAP It
3 "0 STD.
4 1/20 SQ. x 1 It BASE >L PIPE COL
6' SQ. x 1 /2" R 4 -SIDES AFTER
W3/16 2 Dom- ALIGNMENT
+O' -0"
0' -6 1 It
10 STD. PIPE
STUB COLUMN
/2' STIFF.
N.S. do F.S.
w21
WALL
SECTION ri"'
SCALE: 3/4"=V-0" S 1.3
112- CAP It
20 TREATED WOOD BRG. PLATE.
BOLT TO BEAD FLANGE WtiH
1 /2 "O THRU BOLTS 0 2'-d'
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS) -�
I
TRUSS TYPE
IVTV-2 �*
SEE 8/1.3 FOR DETAILS NOT SHOWN
T /STL +12' -11 5/8"
12
1.� -"- 3'O STD.
< PIPE COL
SECTION 2
SCALE: 3/4 " =1' -0" 51.3
T /STL +10' -0 118"
g S
DET. 5/S1.3 ROD
ACING
OVERLAP JOISTS NBUCKLE
DET. 6/S1.3 AS
3 1/f x 7 1/f GA
HORIZ. BOTT.
CHORD BRC'G.
I .
I
16" TJI
2x6 TREATED WOOD BRG. PLATE. 16" TJI
WEB STIFFENERS PER SECTION 4
MFR'S. RECOMMENDATIONS
BOLT TO BEAM FLANGE WITH
SCALE: 1/47=1'-Cr
S 1 .
1 /2"0 THRU BOLTS 0 2' —D" 3
O.C. STAGGER EACH SIDE. W14
(COUNTERSINK BOLT HEADS)
SECTION 3
SCALE: 3/4"=V-0" 1 S 1.3
G/L TRUSS
BEYOND
2X4 TREATED WOOD BRG. PLATE.
BOLT TO BEAM FLANGE WITH
1/YO THRU BOLTS 0 2' -d'
O.C. STAGGER EACH SIDE.
(COUNTERSINK BOLT HEADS)
I ( I I ROOF JOISTS
OR TRUSSES
UNBLOCKED DIAPHRAGM
TYPICAL ROOF 7
NAILING PATTERN 51.3
NO SCALE
3" T&G WOOD
DECKING. SEE
DIAPHRAGM NOTES
BELOW
�- GLUE do SPIKE DECK
TO STUD WALL TOP PLATES
0 6" O.C. TYP.
20 0 16" O.C. STUD WALL SNUG TIGHT BETWEEN
TRUSSES. SEE ARCH FOR O.H. DETAILS
1/2' PLYWOOD GLUE do NAIL
W12
3"0 STD.
PIPE COL
BEYOND
SECTION s
SCALE: 3/4 " =1' -0° S1.3
13
3" I&U WOOD Df
ROOF T
SEE PL
DETAIL s
W
1 "1 ROD BRACING
3/16
TYP
3/16
ROOF TRUSS
SEE PLAN
1 "0 ROD BRACING
_= CLEVIS
/ -1 /4" GUSSET It
_J
SLOT 3 1/8"x 7 1/2' G/L HORIZ.
(2) 3 /BOLTS TO RECEIVE CHORD BRACING ON
DETAIL s
SCALE: 1" =1' -0" S1.3
PF I
Browning Day Mullins Dierdorf Inc
334 North Senate Avenue
Indianapolis, Indiana 46204
317.635.5030
FAX 317.634.5409
z
STRUCTURAL CONSULTANT
IAWSON
ASSOCIATES
ENGINEERING
CONSULTANTS
650 EAST CARMEL DRIVE
SUITE 310
CARMEL, INDIANA 46032
317 - 574 -9409
FAX 317- 574 -9431
J.
�STf���fl�i
V O i
=� No
21487
G STATE OF
*ON
y. b
PRAIRIE
VIEW
GOLF
CLUB
Revision
Clubhouse
Roof Framing Plan
S 3
Project No.
9443 9508S13
Drawn
JDF
Checked
MJL
Scale
118" =1' -0°
Date
9 -21 -95
Revision
Clubhouse
Roof Framing Plan
S 3