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306 CONCRETE SPREAD FOOTING,
SO
0
SO
THE
QO CONCRETE
sob ENTRANCE
LANDING
CMU OP
RS
EXISTING CURB - -
FLOOR PLAN 01
Y" = 1'-0"
2
BROKEN FACE EXTERIOR -
CMU WALL, TYP
402
SO
LOUVER
1
i
PRESSURE TREATED FRAMING
BETWEEN CMU AND A/C UNIT, TYP j
f
VENTILATOR —'
#5 @ 12" O.C. EW,
8'-(
a-4"
CENTEREDIN
SLAB, TYP
'-O"
I
6„ J Y4" PJF, TYP
"
In
CMU CORNER 40
RST,TYP So
5/ ANCHORS @ 32"
O.C. FOR SILL PLATE
ATTACHMENT
2" THICK EXTRUDED POLYSTRENE
INSULATION. FULL PERIMETER, TOP SHALL
BE AT 3" BELOW FINISH GRADE, TYP.
6" CRUSHED SURFACING BASE PROOF ROLL NATIVE STRUCTURAL FILL COMPACTED
COURSE COMPACTED TO FIRM MATERIAL PRIOR TO SPREAD FOOTING
AND UNYIELDING CONDITION. TYP STRUCTURAL FILL J TO 95% MAX DRY DENSITY PER
BELOW ALL SLABS AND FOOTINGS. PLACEMENT, TYP MODIFIED PROCTOR. 306
SO
SECTION Sal
Y" = 1'-O"
2
TRUSS NOTES:
PREFABRICATED CONNECTOR PLATE WOOD ROOF
TRUSSES AND OTHER FRAMING SHALL BE DESIGNED
BY THE MANUFACTURER IN ACCORDANCE WITH
ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS
SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS
DEFLECTION OF 1", j
LOADING SHALL BE AS FOLLOWS:
ROOF DEAD LOAD:
TOTAL DEAD LOAD =12 PSF, INCLUDES:
ROOFING: 1.5 PSF
SHEATHING: 2.0 PSF
TRUSSES: 2.0 PSF ASSUMED
INSULATION: 0.5 PSF
(1) LAYER OF I INCH PLYWOOD: 3.0 PSF
MISCELLANEOUS MECHANICAL: 3.0 PSF.
SNOW LOADS = 25 PSF
NOTE:
1) SEE ELECTRICAL PLANS FOR UNDER/IN SLAB
CONDUIT.
2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED.
SEE ELECTRICAL PLANS FOR LOCATIONS.
ALUMINUM GUTTER,
TYP ALL AROUND
ROUTE DOWNSPOUT BACK
TO BUILDING. PROVIDE
CONCRETE SPLASHBLOCK
AT BASE, TYP
FULL DEPTH VENTED
EAVE BLOCKING, TYP
1 f 2" THICK CDX OR BETTER APA
RATED PLYWOOD WITH 8d NAILING
@ 6" O.C. OVER WALLS AND AT
PANEL EDGES, 12" O.C. FIELD
30 LB ROOFING FELT OVER
PLYWOOD DECKING
METAL ROOFING
SYSTEM AND FLASHING
TRUSSES @ 2'-0" O.C.
STEP TRUSSES AS NECESSARY
it
I
! \ 4V:12H
01 i \ /
!
4 1V 2H 4V:12H
a / \
- - 4V:12H--�-
f
CD
SIMPSON A34 @ 24" O.C.
BLOCKING TO TOP PLATE, TYP.
SIMPSON L50 @ 24" O.C.
TRUSS TO TOP PLATE. —
TYP EA END TRUSS.
ROOF PLAN
v2 = 1'-0"
LM
1
OVERHANG
TYP
2x HIP
RAFTER,TYP
2x HIP JACK
@ 24" O.C.
RIDGE VENT AT PEAK AND
HIPS TO PROVIDE MIN 10 SQ.
IN. OF NET FREE VENTILATED
AREA PER LINEAR FT. 02
SO
SIMPSON H4 @ 24" O.C. TRUSS TO
TOP PLATE, TYP EA END TRUSS.
DOOR AND FRAME SCHEDULE
Door
Frame
No.
Size
Material
Size
Material
Exit Device
Required
Width
Height
Width
Height
D01
F-O"
7'-2"
HM
514"
7'-4"
HM
YES
VENTILATOR SCHEDULE
NO. FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER MODEL ACCESSORIES
EF-1 EXHAUST 410 SCFM YES ACME ENGINEERING FQ098 BACK GUARD
LOUVER AND DAMPER SCHEDULE
NO.
FLOW
FLOW RATE (SCFM)
MANUFACTURER
DAMPER. LOUVER
DIMENSIONS
ACCESSORIES*
NOTES
LA-1
INTAKE
410
POTTORFF
CD42, EFD-445
16" X 16"
MOUNTING SLEEVE, MOTORIZED ACTUATOR
DAMPER TO OPEN ON EF-1 STARTUP
LA-2
EXHAUST
410
POTTORFF
CD42, EFD-445
16" X 16"
MOUNTING SLEEVE
GRAVITY DAMPER
MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX.
REVISED TO CONFORM
TO CONSTRUC N RECORDS
RI-12 INEERING INC. DATE
- 16727 ,/
p.GI9TE0
ONAT
SIGNED: 01118113
SIGNED: 01/18/13
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E N G I N E E R S
ANNERS
C7:NTiSTS
iRH2 ENGINEERING, INC.
`-atp: //www.rh2.cam
mailbox4h2com 1.80C.720.8052
SELLINGHAM 360,676.0836
-30-V HF-LL 425.951.s.a W
%2722 29+� 210
EAST
'WENATCHEE so9.ss6.29oo
'.00 Simon Street, S:_ -
RICHLAND 5o9.Sk".5181
`14 Columbia Point give.
°aILVERDALE Sea
"021 'M Mhyre Rd, Suit,
TACQMA 253.272
�21 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 1 DWG NO
ENGINEER: DEB SO1
REVIEWED: MM
DATE: Nov 11, 2014 O7
CLIENT: REN
Joe NO 112-023 1 Y20_
FILENAME LIND-D-S02.DWG
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