HomeMy WebLinkAboutWTR2703239.23TRIM Y," THICK VERTICAL LEG
AS REQD FOR GRATING
THICKNESS
)6" X 6" ANCHORS
0 1'-6" CENTERS p
D to
FRP GRATING, TYP
F 1"
BEARING BAR
MINIMUM BEARING
HORIZONTAL DIMENSION -1"
GRATING SUPPORT
NOT TO SCALE
SEE GRATING SUPPORT DETAIL
(4) #4 CONTINUOUS
#4 X 0 16" O.C.
SIM AT ENDS
-" CHAMFER ALL
EXPOSED EDGES
4"
a
2'-0"
a
FRP GRATING FLUSH WITH CONCRETE
SURFACE. GRATING TO BE FIBERGRATE
1 "x1 "x4" STANDARD MOLDED
CHEMGRATE OR APPROVED
EQUIVALENT.
1'-O"
6" J 6" /
SLAB REINFORCEMENT
CABLETROUGH 309
1" — 1'-0"
p
D
e
p
a
p
p
a
2" MIN. BEYOND
EQUIPMENT BOLTS, TYP.
r-" PJF ALL AROUND
DOUBLE 2x8 PRESSURE TREATED HEADER, CONTINUOUS
WITH )i"O J-BOLTS - SPACING VARIES (SEE ROOF
BOND BEAM, TOP COURSE PLAN FOR SPACINGS) IN GROUTED VERTICAL CELLS,
1 BOLT LENGTH AS NECESSARY FOR 15" EMBEDMENT.
TOP OF WALL
SMOOTH FACE EXTERIOR
AT TOP COURSE
� `
BONGNBEAM
INTERIOR FACE OF ALL SPLIT FACE
CMU BLOCKS TO BE SMOOTH FACE
#5 VERTICAL RST 0 32" O.C. MAX. TIE
RST TO DOWELS IN FLOOR, FILL ALL
REINFORCED CELLS WITH GROUT. DO
NOT GROUT UNREINFORCED CELLS.
0'
qLll BOND BEAM
0.00'
4 FLOOR EL •
PER PLAN e.
CONCRETE FLOOR
#4012"EWT&B
EMERGENCY GENERATOR EQUIPMENT PAD 310
1"
- 0
," CHAMFER ALL EXPOSED
EDGES
#4 x 6" CONCRETE ANCHORS 0
12" Q.C.
p
CONCRETE TIRE GUIDE
2" CLR 4"
0
SLAB RST
n
PORTABLE GENERATOR TIRE GUIDE,
1" = 0'-6"
8"x8"x16" COLORED SPLIT FACE CMU, PROVIDE
WEATHERPROOF AND ANTI -GRAFFITI COATING ON
EXTERIOR. COLOR TO BE SELECTED BY CITY.
SPLIT FACE CMU WALL INSULATION. ALL
NON -GROUTED EXTERIOR WALL AND INTERIOR FILTER
— ROOM WALL SPLIT FACE CWU BLOCK TO BE V' *�\-1
INSULATED AS SPECIFIED. TO A R-11 VALUE OR PERLITE W/
BETTER. R-6 VALUE
PROVIDED
_ BOND BEAM WITH (2) #5 CONTINUOUS, LAP
JOINTS 24" MINIMUM (TYPICAL)
#5 DOWELS AT 32" O.C., TYPICAL, TO
MATCH LOCATIONS OF VERTICALLY
REINFORCED CELLS OF SPLIT FACE CMU
WALL ABOVE.
INSULATION BOARD, CONTINUOUS AS
SPECIFIED ELSEWHERE.
CONCRETE STEM WALL
EXTERIOR SPLIT FACE CMU WALL 401
NOT TO SCALE
(2) #5 MIN IN
GROUTEL
(1) #5 EA
SIDE
'ENING, FULL
HEIGHT, TYP.
�- LINTEL BLOCK
TYPICAL SPLIT FACE CMU OPENING e
NOT TO SCALE
#5 • 32" O.C, VERT.
54"
•
8"
30" #5 CORNER BARS AT ALL BOND
BEAM LOCATIONS AT WALL
CORNERS AND INTERSECTIONS
#5 CORNER BARS AT ALL BOND
54 BEAM LOCATIONS AT WALL
CORNERS
•
SPLIT
FACE CMU
WALL
SPLIT FACE CMU WALL INTERSECTION /CORNER
n _ 1'—on
ROOFING
ROOF SHEATHING -�
PLYWOOD ROOF DECK
SIMPSON L70, TRUSS TO TOP PLATE 1" AIR
GAP, MIN.
ATTACH BLOCKING TO SILL PLATE WITH
FRAMING ANCHORS PER PLAN I:
FULL DEPTH VENTED
EAVE BLOCKIN
#5 VERT,
TYR
�i
VENTILATION BAFFLE,
INSTALL TO KEEP
INSULATION AWAY
FROM EAVE VENTS
- R-30 PROVIDED
R-38 KRAFT PAPER FACED BATT INSULATION ON
TRUSS ALL CEILING SURFACES, INSTALL WITH KRAFT FACED
„ USS I F INSULATION F N I I
1 x8 CEDAR / , l SIDE OFACING INTERIOR OF BUILDING.
FASCIA OVER - SOFFIT
NAILER WITH VENT
PRESSURE TREATED FINISH CEILING WITH TWO LAYERS
2"x6" NAILER 1"x4" CEDAR TRIM, = OF %" GYPSUM WALLBOARD,
1"x2" CEDAR TRIM, J CONTINUOUS, TYP. FINISH SMOOTH AND PAINT WHITE.
CONTINUOUS, TYP.
ATTACH TRUSS TO SILL
PLATE WITH SIMPSON H1 1"x4" FINISH GRADE HEMLOCK
FRAMING ANCHOR TRIM, CONTINUOUS, TYP.
(EXTERIOR WALL)
SPLIT FACE CMU WALL/TRUSS
CONNECTIONS 601
BOND BEAM
GROUTED STANDARD BLOCK -
LINTEL BLOCK
(2) #5 EXTENDED 24"
BEYOND OPENING IN
GROUTED CELLS
ROLL -UP DOOR
TYPICAL ROLL UP
404
DOOR LINTEL
1" = 1'-0"
V44 4M *13
w32
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
I
%� 4 11 01 2007
RH2 ENGINEERING INC. DATE
H.
16727
Of. %
;0
EXPIRES d/2 08
SIGNED. 07128106
EXPIRES 5 29/09
SIGNED. 071128106
� IN ry
RH2 ENGINEERING, INC.
EXHAUST FAN http://www.rh2.com
mailbox®rh2.com
1.800.720.8052
BELLINGHAM OFFICE
SHEET METAL COLLAR 360.676,0836
CONNECTING DAMPER TO FAN (1 454 West Horton Road
BOTHELL OFFICE
MOTORIZED DAMPER 1 425.951,5400
a
S12100 NE 195th Street, Suite 100
SPLIT FACE CMU WALL 2 SHEET METAL
COLLAR ,AST WENATCHEE OFFICE
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
NO.
360.876.7960
600 Kitsap Street, Suite 101
SCALE: SHOWN
_ DIMENSION
PER PLAN
0 1" 2"
ACOUSTICAL LOUVER
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 32
DWG NO.
EXHAUST FAN
DETAIL
ENGINEER: JMC
S08
701
REVIEWED: KLK
NOT TO SCALE
DATE: NOV 5, 2007
SHEET N0.
REVISED TO CONFORM TO CONSTRUCTION RECORDS
JMC
MLM
11/01/07
CLIENT: REN
REVISED PER BUILDING PERMIT
RPC
MLM
08/17/06
doe NO.: 105-079
33
REVISION
BY
REVIEW
DATE
EIENAME: GEN-D-S07
A;- w.'�23'IZ5