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GE
SPECIFICATIONS
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S
COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8
POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN
FEDERAL SPECIFICATION TT -W -571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND
SHALL BE LAMINATED WITH STAINLESS STEEL NAILS.
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND
READY -MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR
SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN
OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE
IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS.
SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE_
FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C.
WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR
BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER.( SEE SECTION )
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS
REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED
UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.
SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55
GALVALUME, WITH AN ADDITIONAL BAKED—ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS
NOM. 1 MIL THICK ON EXTERIOR.
ROOFING PANELS (FLUOROFLEX 2000 (TM)) —0.019" MIN., AZ55 GALVALUME WITH AN
ADDITIONAL BAKED—ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT ry
WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS.
TRIM —DIE—FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS
ROOFING OR SIDING PANELS.
GUTTER - 5" K -STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING.
ADDITIONAL NOTES
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART
OF THESE DRAWINGS.
i
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED
BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS.
3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES
AS REQUIRED FOR WALL AND CEILING FINISHES.
4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR
5000 IS A TRADEMARK OF AUSIMONT, USA.
CS2x4FK 2-96
BUILDING
SHEET
LUMBER SPECIFICATIONS — 1991 NDS
DESIGN
CRITERIA
INDEX
BENDING VALUE Fb
USE GROUP
U
CONSTRUCTION TYPE
513
LIVE ROOF LOAD DESIGN
25 P.S.F.
WIND LOAD
90 M.P.H.
FLOOR LOAD
125 P.S.F.
FLOOR AREA1
2,520 SO, FT.
ConstrLICENSE
Effe uction Super,
dive Date
11.30.91 Lie. #
Brunson31 C , GeofreY F. 044694
'lid leboro estreet
A 02346
SHEET
LUMBER SPECIFICATIONS — 1991 NDS
DATE:
SIZE
INDEX
BENDING VALUE Fb
SHEET
DESCRIPTION
1 OF 3
SPECIFICATIONS & SHEET INDEX
2 OF 3
COLUMN PLAN ELEVATIONS & SECTION
3 OF 3
TRUSS DRAWING
ConstrLICENSE
Effe uction Super,
dive Date
11.30.91 Lie. #
Brunson31 C , GeofreY F. 044694
'lid leboro estreet
A 02346
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS.
I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
THIS BUILDING WAS PREPARED,"E OR UNDER MY
DIRECT SUPERVISION AND TH I A DULY GIS ;ED
PROFESSIONAL ENGINEER.
RONALD L. SUTTON, P.E.
MICHAEL L. McCORMICK P.E.
DATE: -2-4-28 REG. #
I HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN
FOR THIS BUILDING WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY ,E i6,;R
LICENSED ARCHITECT. _ t ,e
Y "
WA NE N N�OO N ARCHI�EGT" EOgA6
DATE: REG #
OFFICE:
NORTON, MA
JOB NO.
122-1171
F -
III
*I
nC%
V 0
0
z
I
DRAWN
TYPICAL
LUMBER SPECIFICATIONS — 1991 NDS
DATE:
SIZE
DESCRIPTION
BENDING VALUE Fb
SCOTT S.
2"x4"
NO.1&2 SPF
1313
PSI
DATE:
2"x4"
2100f MSR SPF
2100
PSI
REVISEDREVISED
2"x6"
NO.1&2 SPF
1138
PSI
2"x6"'
N0 1 SYP
1650
PSI
2"x8"
NO. 1 SYP
1500
PSI
2"x10"
NO. 1 SYP
1300
PSI
2"x12"
NO. 1 SYP
1250
PSI
ALL
1950f MSR SYP
1950
PSI
1
1 2"x16"
LAMINATED VENEER LUMBER
2800
PSI
3
1 2"x15"
GLU-LAM
1650
PSI
51
4"x161 2
GLU-LAM
2400
PSI
51
4'x191 2'
GLU-LAM
2400
PSI
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS.
I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
THIS BUILDING WAS PREPARED,"E OR UNDER MY
DIRECT SUPERVISION AND TH I A DULY GIS ;ED
PROFESSIONAL ENGINEER.
RONALD L. SUTTON, P.E.
MICHAEL L. McCORMICK P.E.
DATE: -2-4-28 REG. #
I HEREBY CERTIFY THAT THE ARCHITECTURAL DESIGN
FOR THIS BUILDING WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY ,E i6,;R
LICENSED ARCHITECT. _ t ,e
Y "
WA NE N N�OO N ARCHI�EGT" EOgA6
DATE: REG #
OFFICE:
NORTON, MA
JOB NO.
122-1171
F -
III
*I
nC%
V 0
0
z
I
DRAWN
BY:
STEPH 841
DATE:
04-09-98
CHECKED BY:
SCOTT S.
DATE:
4-20-98
REVISED
DATE:
REVISEDADATE:
REVISEDREVISED
SCALE: _
SHEET NO.
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