HomeMy WebLinkAboutS310RELEASED FOR CONSTRUCTION
Subjeut to a m..pli@nce with alll redulh46uns
of State and focal Endles
OUTRIGGER, MATCH ROOF
RAFTER SIZE
2x FASCIA
OVARIES
TOP OF WALL
SEE ARCH.
7/16" O.S.B. WITH 8d NAILS AT-
6" O.C. AT EDGES, 8d NAILS AT
12" O.C. AT INTERIOR SUPPORTS
7/16" O.S.B. WITH 8d NAILS AT
6" O.C. AT EDGES, 8d NAILS AT
12" O.C. AT INTERIOR SUPPORTS
ROOF RAFTERS, SEE FRAMING -
PLAN FOR SIZE AND SPACING-
(3) 16d COMMON NAILS ® 16" O.C.
BETWEEN PLATES AND (3) 16d
COMMON NAILS INTO EACH STUD
2x STUD WALL WITH DOUBLE 2x
TOP PLATE, SPLICE ONLY ONE
PLATE AT ANY LOCATION, SPLICE
PLATES OVER STUDS ONLY
OUTRIGGER FRAMING AT MECHANICAL ROOM
SCALE: 3/4"=1 '-0"
12
SEE
ARCH
2x FASCIA BOARD
2X6 WOOD STUDS AT 16" O.C.
W/ DOUBLE 2x6 TOP PLATE
7/16" OSB SHEATHING (ZIP SYSTEM)
DIAPHRAGM SHEATHING, NAIL
PER SCHEDULE ON S400
SEE ARCHITECTURAL
SEE ARCH.
TRUSS BEARING
ENGINEERED ROOF TRUSS
SIMPSON H2.5 TRUSS CLIP AT
EXTERIOR END OF EACH TRUSS
TYPICAL ROOF TRUSS BEARING
SCALE: 1 "=1'-0"
DOUBLE 2x BLOCKING W/ (2) Y4
LAG SCREWS AT 16" O.C.
GLULAM OUTRIGGER
FASCIA BD.
VARIES
TOP OF WALL
DOUBLE 2x6 TOP PLATE W/ (2)
Y4" LAG SCREWS AT 16" O.C.
2x6 WOOD STUDS AT 16" O.C. -
7/16" OSB SHEATHING (ZIP
SYSTEM)
1" GAP
o
0 N0
0 0
RINK ROOF FRAMING AT ENDWALL
4" RIGID INSULATION
DIAPHRAGM SHEATHING, SEE
DETAILS ON SHEET S400
2" T&G DECKING
GLULAM PURLIN
CONNECTION BY GLULAM
MANUF.
SIMPSON HGA10 EACH SIDE
OF EACH OUTRIGGER
GLULAM BEAM
FINISH PER ARCHITECTURAL
2" RIGID INSULATION
L4x4xY STEEL ANGLE
BRACES AT 32" O.C.,
PAINT TO MATCH
GLULAM HARDWARE
GLULAM WIND BEAM,
ATTACH TO GLULAM
WIND COLUMNS (NOT
SHOWN)
DIAPHRAGM SHEATHING, SEE DETAILS
ON SHEET S400
DOUBLE 2x6 TOP PLATE W/ (2) Y"
LAG SCREWS AT 12" O.C.
(PRE -DRILL AS REQ'D PER MANUF.)
Z
Z
0
y
NEW ROOF TRUSS
OVERFRAMING, SEE
FLASH EXISTING ROOF PLAN ���
INTO NEW EPDM
MEMBRANE, SEE ARCH.
Z
REMOVE PORTION OF
EXISTING SLATE ROOF
FOR OVERFRAMING
ATTACHMENT �Z
EXISTING ROOF
TRUSS TO REMAIN
NEW 2x4 WEB MEMBERS
TO REINFORCE EACH \
EXISTING TRUSS
OVERFRAMING AT EXISTING ROOF
SCALE: 1 "=1'-O"
0
0
1" GAP
NO JOINT IN OSB
SHEATHING THIS LOCATION
4" RIGID INSULATION
DIAPHRAGM SHEATHING, SEE
DETAILS ON SHEET S400
2" T&G DECKING
GLULAM PURLIN DIAPHRAGM SHEATHING, SEE -
DETAILS ON SHEET S400
CONNECTION BY ROOF RAFTERS, SEE FRAMING
GLULAM MANUF. PLAN FOR SIZE AND SPACING
GLULAM BEAM
FASCIA BD.
---2x6 WOOD STUDS AT 16" O.C.
2" RIGID INSULATION
FINISH PER ARCHITECTURAL
CUT BACK EXISTING
ROOF OVERHANG
-T - --nl
ull
Ixll
I��II
li ul
Lj
(2) 2x6 BLI
EPDM ROOF, SEE ARCH.
OSB SHEATHING
4" RIGID INSULATION
DIAPHRAGM SHEATHING, SEE
DETAILS ON SHEET S400
2" T&G DECKING
0 0
0 o WOOD R01
SEE PLAN
GLULAM PURLIN
CONNECTION BY
GLULAM MANUF. oL SEE ARCH
,w TRUSS BE
GLULAM BEAM DOUBLE 2
FINISH PE
2x6 WOOL
RINK ROOF FRAMING SECTION
OVARIES
0 TOP OF WALL
SEE
DOUBLE 2x6 TOP PLATE W/
(3) 16d NAILS AT 16" O.C.
7/16" OSB SHEATHING (ZIP
SYSTEM)
DOUBLE 2x6 TOP PLATE W/ (2) Y"
LAG SCREWS AT 12" O.C.
(PRE —DRILL AS REQ'D PER MANUF.)
ROOF FRAMING AT MECHANICAL ROOM
SCALE: 1 "=1'-O"
G PER ARCH.
4ga. CONTINUOUS
N/ (2) Y" LAG
AT 16" O.C.
GM SHEATHING
DECKING
�I�7111:�
FINISH PER ARCHITECTURAL
2" RIGID INSULATION
RINK ROOF FRAMING AT INTERIOR WALL
f:�IJJ��i��!I:T:I�iZ�►[e3
GUTTER AND RIM BD.,
SEE ARCH.
OVARIES
"F TOP OF WALL
FINISH PER
ARCHITECTURAL
2x6 WOOD STUDS
AT 16" O.C.
2" RIGID INSULATION
4" RIGID INSULATION
DIAPHRAGM SHEATHING, SEE
DETAILS ON SHEET S400
SEE ARCH.
DOUBLE 2x6 TOP PLATE W/ (2) Y"
LAG SCREWS AT 12" O.C.
(PRE -DRILL AS REQ'D PER MANUF.)
7/16" OSB SHEATHING (ZIP
SYSTEM)
2x6 WOOD STUDS AT 16" O.C.
1" GAP
1" GAP
0
0
2x END BLOCKING
4" RIGID INSULATION
DIAPHRAGM SHEATHING, SEE
DETAILS ON SHEET S400
2" T&G DECKING
GLULAM PURLIN
CONNECTION BY
GLULAM MANUF.
GLULAM BEAM
2" T&G DECKING
GLULAM END PURLIN
FINISH PER ARCHITECTURAL
2" RIGID INSULATION
RINK ROOF FRAMING AT SIDEWALL
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a LLJ 2 p
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DISCLAIMER:
This is an original design, created by KJG Architecture, Inc. The
concepts, ideas, plans and details are the sole property of KJG
Architecture, Inc. None of the aforementioned shall be used by or
disclosed to any person, firm or organization for any purpose
without the prior written permission of KJG Architecture, Inc.
PROFESSIONAL SEAL:
PROJECT DATE:
09/14/2018
No. DESCRIPTION: DRAWN DATE
BY: ISSUED:
PROJECT NUMBER: DRAWN BY:
A2018.078 DWP
DRAWING TITLE:
FRAMING DETAILS
SHEET NUMBER:
S310
DATE: 11/26/18
William Hohlt
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"