HomeMy WebLinkAboutSOUTH RIDGE GOLF CLUB CART STORAGE - Filed BDR-BASIC DEVELOPMENT REVIEW - 2010-05-18DBL STUD GLUED &
cnr•u ueu ED PER
VOTES
O.C.
c uoc ,vniLING" EA SIDE
OF PLY JOINT
SECTION A=A
TYPICAL DOUBLE STUD
AT SHEATHING EDGE
WALL B" - SEE PLAN
"EDGE NAILING" EA SIDE
OF PLY JOINT
r OL ,v ,L„vJ" EA SIDE
OF PLY JOINT
STAGGERED
SECTION B-B
TYPICAL SINGLE STUD
AT SHEATHING EDGE
ra NOTE: WHERE NEW HOLD DOWNS ARE INSTALLED ON EXISTING WALLS USE SISTER
STUD AS REQUIRED TO BUILD UP BOUNDARY STUD TO MIN. 3x THICKNESS
NAIL SISTER TO EXISTING STUD WITH 2O-16d NAILS ® 4" STAGGERED FOR HD5
40-16d NAILS ® 3" STAGGERED FOR HD7
2x4 BLOCKING
SECTION C-C
TYPICAL HORIZONTAL
SHEATHING EDGE
8d AT 12" O.C.
AT PLY
BLOCKING
HOLD DOWN SEE ARCHITECTURAL ALL PLYW01
PIECE IN STUD ABOVE HOLD DOWN BOUNDARY ELEMENT EDGES
A FOR DRY WALL ATTACHEMENT SEE PLAN -MIN 4x
ADD STUD HOLD DOWN
16d ® 4" STAGGERED
® SILL PLATE BOLTS - SEE SCHED.
BOUNDARY NAILING
WALL "B"
„
R—
SOLID BOUNDARY STUD
WITH SAME NOMINAL DIMENSIONS WALL
AS WALL STUDS BOUNDARY NAILING WALL "A"
TYP WALL INTERSECTIONS
SCALE : 1" = 1'-0"
SHEAR WALL
BOUNDARY NAILING
TYPICAL END
3940Ta6
TYPICAL MINIMUM NAILING REQUIREMENTS
PER 1997 UNIFORM BUILDING CODE TABLE 23-11-B-1 WHERE INDICATED
CONNECTION
COMMON NAILS
PER
1.
1 "x6" subfloor or less to each joist, face noil
2-8d
UBC 9
2.
Wider than 1 x6" subfloor to each joist, face
nail 3-8d
UBC 9
3.
2" subfloor to joist or blocking, blind and face nod 2-16d
UBC 9
4
Sale late to joist or blocking, face nail
16d®16"
UBC 9
5.
To late to stud, end nail
2-16d
UBC 9
E
Stud to sole plate
4-8d toenail or
2-16d end nail
UBC 9
7.
Double studs, face nail
16d®24
UBC 9
8.
Double top plates, face nail
16d®16"
UBC 9
9.
Top plates, laps and intersections
2-16d
UBC 9
1D
Continuous header, two pieces
16d016" o.c.
alongeach ed e
UBC 9
11.
Ceding joists to plate, toenail
3-8d
UBC 9
12
Continuous header to stud, toenail
4-gd
UBC 9
13
Ceiling joists, laps over partitions, face nail
3-16d
UBC 9
14.
Ceiling joists to parallel rafters, face nail
3-16d
UBC 9
15.
Joist or rafters at all bearings, toenails each
side 2-10d
16
1 " brace to each stud and plate, face nail
2-8d
UBC 9
17.
1 "x8" sheathing or less to each bearing, face
nail 2-8d
UBC 9
18.
Wider than 1 "x8" sheathing to each bearing, face nail 3-8d
UBC 9
19.
Built-up comer studs
16d®24" ox,
UBC 9
20.
Built-up girder and beams 20d®32" o.c. at top
and bottom and staggered
2-20d at ends and at
each splice
UBC 9
21
2" planks
2-16d at each bearing
UBC 9
2.
Bridging to joist, toenail each end
a. Blocking betweeen joists and rafters To joists or rafters - Toenails each
b Blocking between studs, each end 2-10d
side, each end -2-10d
toenails or 2-16d
23.
Plywood sheathing See typical wood panel
shear wall construction detail
TYP MIN NAILING
SCALE : NTS
REQUIREMENTS
394DT05
8d ® 4'
PL)
2x4 BLOCI
18go STRf
AT WINDOW
10d ® 4" MI
^ONT. HEADER,
)E NAIL TO
ATE w/ 16d
6" EA. SIDE
-2"x PLATE
WIND STUD`
E SET BETWE
IACENT OPEN
ARING STUDS
SCHEDULE
OPTIONAL DETAILS AT MULTIPLE OPENINGS
SECTION D-D
TYPICAL BLOCKING
AT WINDOW STRAP
STUD
TYP
SHEATHING
4DE C 0
C-C
CONIINUL SHLAIHING rruvuurr
TO FDN SILL PLATE OPENING
CONCEPTUAL SHEATHING LAYOUT
A AT SHEAR WALL TYPE A
DESIGN CAPACITY = 350 PLF
SHEAR WALL DETAIL
SCALE 1/2" = 1'-0"
I ---
---
- -
- --
-- _
71;--
----
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I
ZONE 1
ZONE II
ZONE I
1
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NAILING
ZONE
SHEAR
BLOCKING
BOUNDARIES
CENTER
1
260 PLF
YES
8d®4" O.C.
8d®12" O.C.
11
180 PLF
NO
8d®6" O.C.
8d®12" O.C.
ROOF DIAPHRAGM CONN. KEY
SCALE : 1/8" = 1'-0
394DTXX
394DT09
BRICK VENEER UP TO
3'-8" AFF - HORIZONTAL
WOOD SIDING ABOVE
3'-8" ATE
2x6 WOOD STUDS
0 16" O.C.
ROOF PLAN NOTES
1. Typical roof is 3/4" plywood over 2x or LVL rafter.
2. Nail plywood to rafters with 8d nails at 6" o.c. edges and 12" o c , intermediate.
3 Typ. wood column is 3-port Hem -fir No.2 glued and nailed together, u.n.o.
4. Install 2-2x6 each side of header for openings greater than 4'-0", u.n.o.
5 See S1.1 for General Notes.
6 See S1.1 for Load Keys.
7. See S2 1 and S2 2 for Typical Details.
SINGLE OPENING
SPAN
LVL
ALTERNATES
DIMENSIONED LUMBER
ALTERNATES
NO. OF
BEARING
,T LIDS
REMARKS
DOUGLAS FIR
3'-0"
(2) 1 / "x7 / " or (3) 1 / "x5 /p"
(2) 2x 12 or (3) 2x 10
1
4'-0"
(2) 1 /4 "x9 / " or (3) 1 / x7 / "
N/A (3) 202
1
--
5'-0"
(2) 1' x11 /q"or(3) 114 x9/4"
N/A N/A
2
--
6'-0"
(2) 114"xII /8"or(3) 1 /4"xII /
N/A N/A
3
-
7'-0"
(2) 11 "x14" or (3) 1 /4"xII /
N/A N/A
3
--
8'-0"
(2) 1 3 "x16" or(3) 1 /4"x14"
N/A N/A
3
--
9'-0""x18"
or(3) 1/4"x16"
N/A N/A
3
0'
NIA N/A (3) 1 /4"x16"
N/A N/A
3
--
NOTES.
A. HEADERS DESIGNED FOR 3800 PLF DEAD + SNOW LOAD
B. TIMBER HEADERS TO BE No.1 DOUG-FIR
C. LVL = LAMINATED VENEER LUMBER
D. LVL HEADERS Fb=2600 PSI
E HEADERS SUPPORTING POINT LOADS FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED
FROM THIS TABLE NOTIFY STRUCTURAL ENGINEER
GL" REPLACEMENT OPTION
LVL
DEEPER GLU-LAM
WIDER GLU-LAM
(2) 1'3/4xl4" LVL
3V8"x18"
5V8"x13V2"
(3) 13/4xl4" LVL
5%8"r16%2"
6'3/4"x15"
(2) 13/4x1171 LVL
3%"x15"
5%"x12"__
(3) 13/4x11 %8" LVL
5%8"x15"
63/4"x12"
(2) 13/4x9V1" LVL
3V8.,x12
5�8„x9"
(3) 13/4x9%2"LVL
5%8x12"
6%"x10%2"
(2) 13/gx7%4" LVL
3%8"x9"
5%8"x7%2"
(3) 13/4x74" LVL
5V8"x9"
63/4"x7V1„
NOTES
F. LVL BEAMS IN THE HEADER SCHEDULE MAY, AT THE CONTRACTOR'S
OPTION, BE REPLACED BY GLULAMS AS INDICATED ABOVE.
G. GLU-LAMS USED AS REPLACEMENTS FOR LVL BEAMS AS SPECIFIED IN
THIS TABLE SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
Fb = 2000psi ALLOWABLE BENDING STRESS
Fv = 175 psi ALLOWABLE SHEAR STRESS
E = 1,600,000 psi ELASTIC MODULUS
H. OTHER GLU-LAM SIZES ARE POSSIBLE IF APPROVED BY THE STRUCTURAL ENGINEER
TYP HEADER & OPENING DETAIL
SCALE NTS 394DT07
2'-0"
(2) WIND STUDS
EACH SIDE
HEADER
ARING STUDS
CH SIDE
F SCHEDULE
TYP TRUSS BEARING DETAIL
SCALE 3/4" = 1'-0"
TYP TRUSS SECTION
SCALE 1"
2'- 0"
5'-4" 6'-0" 1O'-0" 6' 0" 10'-0" 6' 0" 10'-0" 6' 0" 10'-0" 6'-0" 5'-4"
1
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PRE ENGINEE
WOOD TRUSS
a X'-X" 0C.
RIDGE LINE
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-4" 6'-0" 10'-0" 6'-0" 10'-0- 6'-0
CO
v
394DTXX
J940TXX
—LINE OF CAVE
BRICK VENEER UP TO
3'-8" AFF - HORIZONTAL
WOOD SIDING ABOVE
3'-8" ATE
10'-0" 6'-0" 10'-0" 6'-0" 5 -4"
ROOF FRAMING PLAN
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748 WHALERS WAY'
BLDG E, SUITE 200
FORT COLLINS, CO 80525
(970) 223-1820
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SCALE : 1/8" - 1'-0"
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Copvrwnt 2001
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