HomeMy WebLinkAboutS-362710CONCRETE SPREAD FOOTING,
eTYP BELOW WALLS
0
F
r -0'
A i L
I r
e40 SPLIT -FACE
CMU WALL
CONCRETE
0 ENTRANCE
A, LANDING
BROKEN FACE EXTERIOR
CMU WALL, TYP
40
0
2' -0'
6' CRUSHED SURFACING BASE
COURSE COMPACTED TO FIRM
AND UNYIELDING CONDITION. TYP
BELOW ALL SLABS AND FOOTINGS.
ROOF OUTLINE
D01
WIE➢
VW THRESHOLD
8 0
l ,a
ANCHORS @ 32" O.C. FOR
SILL PLATE ATTACHMENT
CMU CORNER 40
RST,TYP SO
—36 - - --
FLOOR PLAN
k' = V -0"
4' -8"
PRESSURE TREATED FRAMING '
BETWEEN CMU AND AIC UNIT, TYP
LOUVER
VENTILATOR
#5 @ 12- O.C. EW,
CENTEREDIN
SLAB,TYP
6- / %" PJF, TYP
!1= 11= 11 =11 =1I LI =11= 1I —II —I
Lj
—1 i
PROOF ROLL NATIVE STRUCTURAL FILL COMPACTED
MATERIAL PRIOR TO TO 95% MAX DRY DENSITY PER
STRUCTURAL FILL MODIFIED PROCTOR.
PLACEMENT, TYP
SECTION $o,
115m
1' -0"
1'-4"
V -0"
A
SOt
TRUSS NOTES:
PREFABRICATED CONNECTOR PLATE WOOD ROOF
TRUSSES AND OTHER FRAMING SHALL BE DESIGNED
BY THE MANUFACTURER IN ACCORDANCE WITH
Al 1 -1995 FOR THE SPANS AND CONDITIONS
SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS
DEFLECTION OF 1 ".
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 OFY2INCH PLYWOOD: 3.0 PSF
MISCELLANEOUS MECHANICAL: 3.0 PSF.
SNOW LOADS = 25 PSF
NOTE:
1) SEE ELECTRICAL PLANS FOR UNDERIIN SLAB
CONDUIT.
2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED.
SEE ELECTRICAL PLANS FOR LOCATIONS.
2" THICK EXTRUDED POLYSTRENE
INSULATION. FULL PERIMETER. TOP SHALL
BE AT 3" BELOW FINISH GRADE, TYP.
SPREAD FOOTING 06
0
ALUMINUM GUTTER,
TYP ALL AROUND
FULL DEPTH VENTED
EAVE BLOCKING, TYP
MA
1
'%" 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
501
So
TRUSSES @ 2' -0" O.C.
�— STEP TRUSSES AS NECESSARY
RIDGE VENT AT PEAK AND
HIPS TO PROVIDE MIN 10 SO.
IN. OF NET FREE VENTILATED
AREA PER LINEAR FT. o2
So
2x HIP
RAFTER, TYP
SIMPSON A34 @ 24" O.C.
BLOCKING TO TOP PLATE, TYP.
SIMPSON L50 @ 24" O.C.
METAL ROOFING
SYSTEM AND FLASHING TRUSS TO TOP PLATE,
TYP EA END TRUSS.
OVERHANG
TYP
2x HIP JACK
@ 24" O.C.
ROUTE DOWNSPOUT BACK
TO BUILDING INSIDE OF
PROPOSED FENCED AREA.
PROVIDE CONCRETE
SPLASHBLOCK AT BASE, TYP
SIMPSON H4 @ 24" O.C. TRUSS TO
TOP PLATE, TYP EA END TRUSS.
DOOR AND FRAME SCHEDULE
Door
Frame
LL
�
No.
Size
Material
Size
Material
Exit Device
Required
Width
I Height
Width
Height
D01
5' -0"
T -2"
HM
64"
T4"
HM
YES
N
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SIMPSON A34 @ 24" O.C.
BLOCKING TO TOP PLATE, TYP.
SIMPSON L50 @ 24" O.C.
METAL ROOFING
SYSTEM AND FLASHING TRUSS TO TOP PLATE,
TYP EA END TRUSS.
OVERHANG
TYP
2x HIP JACK
@ 24" O.C.
ROUTE DOWNSPOUT BACK
TO BUILDING INSIDE OF
PROPOSED FENCED AREA.
PROVIDE CONCRETE
SPLASHBLOCK AT BASE, TYP
SIMPSON H4 @ 24" O.C. TRUSS TO
TOP PLATE, TYP EA END TRUSS.
DOOR AND FRAME SCHEDULE
Door
Frame
LL
�
No.
Size
Material
Size
Material
Exit Device
Required
Width
I Height
Width
Height
D01
5' -0"
T -2"
HM
64"
T4"
HM
YES
N0. FLOW FLVENTILATOR SCHEDULEDEL ACCESSORIES
El EXHAUST 410SCFM 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 Cl EFD- 45 16"X 16" MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON El STARTUP
I EXHAUST 410 POTTORFF CD42, EFD- 45 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER
MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX.
5- 362110
RECORD DRAWING
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
/e i
RH2 &SNEERING INC. DATE
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