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MORTON BUILDINGS GENERAL SPECIFICATIONS
<br />LAMINATED COLUMNS — NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S
<br />COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8
<br />POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE. TYPE, AS LISTED IN
<br />FEDERAL SPECIFICATION TT—W---571J, THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND
<br />SHALL BE LAMINATED WITH STAINLESS STEEL NAILS,
<br />FOOTINGS AND ANCHORAGE -- COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND
<br />READY—MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR
<br />SIZE & TYPE), TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN
<br />OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN,( SEE SECTION )ADDITIONAL CONCRETE
<br />IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS.
<br />SPLASHBOARDS — SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER
<br />MATCHED, PRESSURE TREATED TO NET RETENTION OF ,6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER
<br />ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
<br />C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE,
<br />FRAMING LUMBER —SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED ApPRcwMAT l,Y 30" O.C.
<br />WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE' 2"x4" S4S NO. 2 OR
<br />BETTER ON EDGE SPACED APPROXIMATELY 24" O.C, ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION )
<br />ROOF TRUSSES — FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS
<br />REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN --PLANT QUALITY CONTROL INSPECTION IS CONDUCTED
<br />UNDER THE .AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH .
<br />CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING.
<br />SIDING PANELS (KYNAR 500/HYLAR 5000 —0-019" MIN., G90 GALVANIZED OR AZ55
<br />GALVALUME, WITH AN ADDITIONAL BAKED—ON KYNAR 500/HYLAR 5000 FINISH, PAINT IS
<br />NOM, 1 MIL THICK ON EXTERIOR
<br />ROOFING ""NEL S (KYNA.R 5007HIY R 5000) —0.019" MIN., G90 GALVANIZED OR AZ55
<br />GALVALUME, WITH AN ADDITIONAL BAKED—ON KYNAR 500/HYLAR 5000 FINISH, PAINT IS
<br />NOM, 1 MIL THICK ON EXTERIOR,
<br />TRIM —DIE—FORMED TRIM OF 0,019" MIN,, G90 GALVANIZED OR AZ55 GALVALUME STEEL
<br />ON GABLES, RIDGES, CORNERS, "BASE, WINDOWS, AND DOORS WITH SAME FINISH AS
<br />ROOFING OR SIDING PANELS .
<br />GUTTERS — 5" K—STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000
<br />FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING.
<br />ADDITIONAL NOTES
<br />1,) ALL PLOT ,PLANS AND RELATED DETAILS SHALL BE PROVIDED BY ll"vYNER UNLESS. I_"•COILIPOReTEn AS PART
<br />OF THESE DRAWINGS,
<br />2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED
<br />BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY
<br />ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS.
<br />3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES
<br />AS REQUIRED FOR WALL AND CEILING FINISHES,
<br />4,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC
<br />JOS DRAWINGS OR SUPPLEMENTAL INFORMATION.
<br />5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR
<br />5000 IS A TRADEMARK OF AUSIMONT, USA,
<br />CS2x4KK 2-96
<br />t ul!_DING DESN C R 1 T E R 1A I
<br />USE GROUT _ U1
<br />CONSTRUCTIDN TYPE
<br />VN
<br />LIVE ROOF LOAD DESIGN
<br />40 PSF
<br />WIND LOAD 80
<br />MPH EXP. C
<br />FLOOR AREA
<br />1200 SQFT
<br />.. ,..tai
<br />OI I Or ORONO
<br />BUILDING PERMI PLAN REVIEW
<br />INSPECTOR -
<br />DATE _ PERMIT NO.____
<br />IK A^; ROVED AS SUB.""ITTED
<br /><k' PROVE'D4 4 I T H COR; IE^TiONIS AS ?NOTED
<br />EI "ifl t-.-7
<br />ter A"FRO..; �j --- Y ClRF,,
<br />.7'. , RES• f;: 4IT
<br />The_ o comments are I+;,c, so;ii $ iut
<br />r },GUY !n-nn;c t, X! ': { b"3 dow
<br />in i
<br />• ,y `r ! COIMPl+eh aN apofic`tbie hlit-li g and zerrm, cQc: &
<br />SL,quirements iindur;in., '.ems no; �aci€:avi .;_ din tF, Er • s�4.
<br />KEEP THIS PLAN SET ON 64TF.,AT ALLT
<br />i TICAL
<br />LUtvitSE i S 'ECIFICATIONS —
<br />SHEET
<br />H
<br />INDEX
<br />SHEET
<br />#
<br />DESCRIPTION
<br />1 OF
<br />4
<br />SPECIFICATIONS & SHEET INDEX
<br />2 OF
<br />4
<br />COLUMN PLAN & ELEVATIONS
<br />3 OF
<br />4
<br />SECTIONS & DETAIL
<br />4 OF
<br />4
<br />1 TRUSS DRAWING
<br />.. ,..tai
<br />OI I Or ORONO
<br />BUILDING PERMI PLAN REVIEW
<br />INSPECTOR -
<br />DATE _ PERMIT NO.____
<br />IK A^; ROVED AS SUB.""ITTED
<br /><k' PROVE'D4 4 I T H COR; IE^TiONIS AS ?NOTED
<br />EI "ifl t-.-7
<br />ter A"FRO..; �j --- Y ClRF,,
<br />.7'. , RES• f;: 4IT
<br />The_ o comments are I+;,c, so;ii $ iut
<br />r },GUY !n-nn;c t, X! ': { b"3 dow
<br />in i
<br />• ,y `r ! COIMPl+eh aN apofic`tbie hlit-li g and zerrm, cQc: &
<br />SL,quirements iindur;in., '.ems no; �aci€:avi .;_ din tF, Er • s�4.
<br />KEEP THIS PLAN SET ON 64TF.,AT ALLT
<br />i TICAL
<br />LUtvitSE i S 'ECIFICATIONS —
<br />1997
<br />NDS
<br />SIZE
<br />DESCRIPTION BENDING VALUE Fb
<br />2"x4"
<br />N0.1&2 SPF
<br />1313
<br />PSI
<br />2"x4"
<br />2100f MSR SPF
<br />2100
<br />PSI
<br />2"x6"
<br />NO.1 &2 SPF
<br />1138
<br />PSI
<br />2"x6"
<br />NO. 1 SYP
<br />1650
<br />PSI
<br />2'x8
<br />NO. 1 SYP
<br />1500
<br />PSI
<br />2%1 Off—
<br />NO. 1 SYP
<br />1300
<br />PSI
<br />2'x12"
<br />N0, 1 SYP
<br />1250
<br />PSI
<br />ALL
<br />1950f NISR SYP
<br />1950
<br />PSI
<br />1 1/2"x`16"
<br />LAMINATED VENEER LUMBER
<br />2800
<br />PSI
<br />3 1 2 x15
<br />CLU—LAM
<br />1650
<br />PSI
<br />51 4"x16 1 2
<br />GLU--LAM
<br />2400
<br />PSI
<br />51 4'x19 1/2*
<br />GLU--LAM
<br />2400
<br />PSI
<br />NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS,
<br />I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
<br />THIS BUILDING WAS PREPARED BY ME OR UNDER MY
<br />DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED
<br />PROFESSIONAL ENGINEER.
<br />0 ALD L. SUTTON, P.E. 9
<br />MICHAEL L. McCORMICK P.E. _
<br />DATE: - 4 --& REG, # Z-- t�
<br />OFFICE:
<br />MONTICELLO, MN
<br />JOB N0.
<br />59-0211
<br />z
<br />0
<br />z
<br />0
<br />.0
<br />U
<br />Z
<br />DRAWN
<br />BY:
<br />844 RYAN
<br />DATE:
<br />3/14/00
<br />CHECKED BY:
<br />GMC
<br />DATE:
<br />04/06/00
<br />REVISED
<br />DATE:
<br />REVISED
<br />DATE:
<br />REVISED
<br />DATE:
<br />REVISED
<br />DATE:
<br />SCALE:
<br />SHEET NO.
<br />1 of 4
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