HomeMy WebLinkAbout085.20-01-35.120 2005m
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2x4 GIRTS a 2 FT O.C.
METAL SIDING ATTACHED
6x6 P.T. COLUMNS TYP.
12' 0"
CONCRETE SLAB FLOOR:
4" 4000# CONCRETE WITH
6x6 STEEL WIRE WELDED MESH OVER
6 MIL POLY MOISTURE BARRIER OVER
4" &2 STONE FILL
THIS SIDE TO REMAIN OPEN
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48' 0"
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85.20-01-35.120
LUKER ROAD 5
KRAFT, FRED
for USfiS11�--WiidhN e—
STORAGE BLDG. - 2005
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THIS DRAWING AND DESIGN ARE THE
PROPERTY OF McELWAIN ENGINEERING.
TFE STAMP AND/OR SIGNATURE MUST
CONTRAST IN COLOR FROM TFE DRAWING
FOR THIS TO BE AN OFFICIAL DESIGN.
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PLOTTING AND REPRODUCTION
PROCESSES DO NOT ALWAYS
MAINTAIN DAENSIONAL ACCURACY.
DO NOT ATTEMPT TO SCALE DIMENSION6
FROM TINS DRAWING
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ROOF:
PRE-ENGINEERED TRUSSES
WEBS SHOWN FOR REFERENCE ONLY.
TRUSS MANUFACTURER IS TO SUPPLY ACTUAL
TRUSS DESIGN AND ENGINEERING SUPPORT.
DESIGN CRITERIA:
45 LBS/SQ FT LIVE LOAD
15 LBS/SQ FT TOP CHORD LOAD
10 LBS/SQ FT BOTTOM CHORD LOAD
2x4 PURLINS, 24 IN. O.C.
SCREW DOWN PAINTED STEEL ROOF PANELS
ROOF TRUSSES AT
48 IN. ON CENTER
48' 0'
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CROSS SECTION A
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EXTERIOR WALL FRAMING:
6x6 P.T. COLUMNS, 8 FT. ON CENTER
ON CONC. FOOTER PAD 24' DIA. x 12' HIGH
TOP OF FOOTER PAD MIN. 42' BELOW GRADE
2x4 GIRTS AT 24 IN. O.C.
SCREW DOWN PAINTED STEEL SIDING
12
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4' CONCRETE
6 ML MOISTURE
SCREW DOWN PAINTED
STEEL ROOFONG
2x4 PURLINS
24 IN. O.C.
2x12 HEADER PLATES Cc
BOTH SIDE OF COLUMNS
6x6 P.T. COLUMNS TYP.--------®
2x4 GIRTS AT -----
24 IN. ON CENTER
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STEEL SIDING i
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TOP PLATE
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CONC. COLUMN BASE
24' DIA. x 12 IN. HIGH
CONCRETE SLAB FLOOR:
4' 4000# CONCRETE WITH
6x6 STEEL WIRE WELDED MESH OVER
6 MIL POLY MOISTURE BARRIER OVER
4' z2 STONE FILL
THS DRAWING AND DESIGN ARE TFE
PROPERTY OF McELWAIN ENGAEERING.
TFE STAMP AFD/OR SK3NATURE MUST
CONTRAST IN COLOR FROM THE ORAWM
FOR THS TO BE AN OFFICIAL DESIGN.
PLOTTING AND REPRODUCTION
PROCESSES DO NOT ALWAYS
MAINTAIN DIMENSIONAL ACCURACY.
DO NOT ATTEMPT TO SCALE DAEN.SIONS
FROM TFIS DRAWING.
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TO REMAIN OPEN
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PLATE EACH SIDE
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\2x6 ANGLE BRACING SUPPORT
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F�6x6 P.T. COLUMN
CORNER BRACING DETAIL
TYPICAL AT ALL COLUMNS
SIDE ELEVATION
OF Nie
FRONT ELEVATION
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TMS DRAWING AND DESIGN ARE TFE
PROPERTY OF MmELWARJ ENG?EERRJG.
TFE STAMP AND/OR SIGNATURE MUST
CONTRAST IN COLOR FROM THE DRAWING
FOR TMS TO BE AN OFFICIAL DESIGN.
PLOTTING AND REPRODUCTION
PROCESSES DO NOT ALWAYS
MAXrAX DIMENSIONAL ACCURACY.
DO NOT ATTEMPT TO SCALE DAENSIONS
FROM TMS DRAWX
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11-11.1 - -1. ,'II Will, F
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07/13/2005 12:26 6076425500
MCELWAIN
PAGE 02
McElwain Engineering
Steven E. McElwain
New York Stat �/Pennsylvania Licensed Professional
38 Dr. Knapp Rd. N.
Vewark Valley, New York 138111
Phone/Fax (607) 642-5500
July 13, 2005
Bruce Weber
15 Terrace Road
Cortland, NY 13045
SUBJECT: BES rWAY POLE BUILDING
REFERENCE: MyDrawing )rawing No. 05037 and Your. Checklist
Dear Bruce:
Engineer
The items on your list are t Mical code requirements and are delineated below.
Fasteners are required as p, -r the following code section:
92304.9.5 Fastenars in pceservative-treated and fire -retardant -treated
wood. Fasteners for preservative -treated and fire -retardant -treated wood
shall be of hot -dipped zinc coated galvanized steel, stainless steel,
silicon bronze or coppar. Fastenings for wood ,found.ations shalt_ be as
required in AF&FA Tochiical Report No. 7.
The occupancy classification is to be Moderate Hazard Storage, Group S-1 (lumber).
The header plates are to be bolted through the plates and columns with ''Vz' carriage or
machine bolts (material as ibove). There are to be two (2) bolts at each column.
There is to be artificial ligi, t provided as per the following code section:
51204.3 Artificial light. Artificial light shall be provided that is adequate
to provide an average illumination of 10 foot-candles (107 lux) over the area
of the room at a height 3f 30 inches (762 mm) above the floor 1�va1.
A placard indicating the us of roof trusses must be installed as per 19NYCRR Part 1264,
Sincerely,
uelo
Steven. E. McElwain, P.E.
c: Karl. Ochs, Bestway, In,
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