HomeMy WebLinkAbout0503003.1MORTON BUILDINGS GENERAL 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.
SHALL HAVE LESS THAN 200 FLAME
SPREAD
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
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.
GUTTERS - 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.
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
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BUILDING
DESIGN
CRITERIA
USE GROUP
2 "x4"
DESCRIPTION
1,313 PSI
CONSTRUCTION
TYPE
2"x6"
LIVE ROOF LOAD DESIGN
1138 PSI
LDING LOCATION PLAN
WIND LOAD
1650 PSI
2
%M.P.H.
FLOOR LOAD
2 "x10"
"x12"
N0. 1 SYP
OR PLANS
FLOOR AREA
OF
TYPICAL LUMBER SPECIFICATIONS - 1991 NDS
SIZE
DESCRIPTION
MEET INDEX
2 "x4"
DESCRIPTION
1,313 PSI
2' x4"
nFT
CIFICATIONS & SHEET INDEX
2"x6"
NO,1 &2 SPF
1138 PSI
LDING LOCATION PLAN
NO. 1 SYP
1650 PSI
2
UMN PLAN
1500 PSI
2 "x10"
"x12"
N0. 1 SYP
OR PLANS
S3
OF
S11
ACCESIBILITY REQUIREMENTS
S4
OF
S11
ELEVATIONS
S5
OF
S11
SECTIONS & DETAILS
S6
OF
S11
SECTIONS & DETAILS
S7
OF
S11
SECTIONS
S8
OF
S11
SECTIONS & DETAILS
S9
OF
S11
SECTIONS & DETAILS
S10
OF
S11
FLOOR JOIST LAYOUT & DETAILS
S11
OF
S11
TRUSS DRAWING
TYPICAL LUMBER SPECIFICATIONS - 1991 NDS
SIZE
DESCRIPTION
BENDING VALUE Fb
2 "x4"
NO.1 &2 SPF
1,313 PSI
2' x4"
2100f MSR SPF
2100 PSI
2"x6"
NO,1 &2 SPF
1138 PSI
2"x6"
"x8"
NO. 1 SYP
1650 PSI
2
NO. 1 SYP
1500 PSI
2 "x10"
"x12"
N0. 1 SYP
1300 PSI
2
NO. 1 SYP
1250 PSI
ALL
1950f MSR SYP
1950 PSI
1 1 2 "x16"
"x15"
LAMINATED VENEER LUMBER
2800 PSI
3 1 2
GLU -LAM
1650 PSI
5 1 4 x16 1 2'
GLU -LAM
2400 PSI
5 1 4 x19 1 2"
GL_I-LAM
2400 PSI
I ur- r_rr, UMMUL MA I tNIAL KEQUIRED AS NOTED ON PLANS,
I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
THIS BUILDING WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY REGISTEF
PROFESSIONAL ENGINEER. _ _ .z
RONALD L. SUTTON,
MICHAEL L. McCORt
DATE:lcS Ts p
n
9600100
STATE-01-
010
I HEREBY CERTIFY THAT THE ARCHITECTURAL DESI ,s�xW"w' ; "um,+�ul
FOR THIS BUILDING WAS PREPARED BY ME OR U *�,.W:,.Noi;
MY DIRECT SUPERVISIO ND THAT I AM A DU`P�" ".DNS z.
LICENSED ARCHITECT. �O
f W
o. $800'8
WAYNE NOWLAN, ARC -11T - CT$SAT9 OF
DATE: rr REG. c�
OFFICE:
RUSHVILLE, INDIANA
JO NO.
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DRAWN
BY:
875 DRF
DATE:
10 -11 -99
CHECKED BY:
TED F.
DATE:
10-18-99
REVISED
DATE:
REVISED
DATE:
REVISED
DATE:
REVISED
DATE:
g SCALE:
SHEET NO.
T1 of T2