HomeMy WebLinkAboutS-393908CONCRETE SPREAD FOOTING,
K306 TYP BELOV�
S02
nnnr ni iTi Mir- Ys" ANCHORS (cD. 32" O.C. FOR
CMU CORNER 403
RST, TYP SO4
ALUMINUM GUT"
TYP ALL AR01
RIDGE VENT AT PEAK AND HIPS TO
nnnX iinr R A I K 1 4 A n^ I K I OF NET FREE
LINEAR FT.
502
SO4
TRUSS NOTES:
I
PREFABRICATED CONNECTOR PLATE WOOD ROOF
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/
1'-0"
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00'"-ft
21_011
TRUSSES AND OTHER FRAMING SHALL BE DESIGNED
FULL DEPTH VENTED
OVERHANG
TYP
BY THE MANUFACTURER IN ACCORDANCE WITH
EAVE BLOCKING, TYP
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ANSI/TPI 1-1995 FOR THE SPANS AND CONDITIONS
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*41
SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS
A1 1_411
S01
EQUIPMENT PAD. SEE _1��
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I
DEFLECTION OF 1 .
"
I
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EL. 373.77' TOP OF FOOTIN
r4'0 2 SPLIT -FACE
SO4 CMU WALL
BROKEN FACE EXTERIOR
CMU WALL, TYP
375.10'
4.
00,
'00 \7,00
6"CRUSHED SURFACING BASE
COURSE COMPACTED TO FIRM
AND UNYIELDING CONDITION. TYP
BELOW ALL SLABS AND FOOTINGS.
ELECTRICAL BUILDING FLOOR PLAN
Y2 11 = i $—off
STRUCTURAL FILL
PLACEMENT, TYP
STRUCTURAL FILL COMPACTED TO 95% MAX
DRY DENSITY PER MODIFIED PROCTOR.
SECTION
_ A
Y2 Sol
YAA
S01
TYPICAL CMU 401
OPENING SO4
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% INCH PLYWOOD: 3.0 PSF
MISCELLANEOUS MECHANICAL: 3.0 PSF.
SNOW LOADS = 25 PSF
MAX BOTTOM CHORD DEFLECTION: L/360
ALL METAL IN CONTACT WITH TREATED WOOD SHALL
BE APPROVED FOR THAT USE
ALL FASTENERS INTO TREATED WOOD SHALL BE
HOT -DIP GALVANIZED
NOTE:
1) SEE ELECTRICAL PLANS FOR UNDER/IN 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 FINISHED GRADE, TYP.
SPREAD FOOTING r306
S02
11 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
JACK
O.C.
fNSPOUT BACK
INSIDE OF
FENCED AREA.
)NCRETE
CK AT BASE, TYP
TOP PLATE, TYP EA END TRUSS.
ROOF PLA
Y2 " = i $—off I
DOOR AND FRAME SCHEDULE
No.
Door
Frame
Exit Device
Required
Size
Material
Size
Material
Width
Height
Width
Height
D01
6'-4"
7'-2"
HM
6'-8"
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.
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SCALE: SHOWN
Oil ill 211
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
DWG NO.: SHEET NO.:
S0l 8 34