2004-P07533 - new structure - Laserfiche WebLink

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Jul 22 04 03: 25p I'like Lange 218-346-7346 p. 12 07/22/04 14:11 FAX 248925 PLASTI-FAB Id1011 Page 9 of 12 NEFI.5220 Footnotes for Raeldng Lo Table Panels are made of ewe equal layers of APA or TECO rated OSB sheathing.The core shall be nominal 1.0 pct density(min. i 0.9 pd)EPS(expand polystyrene)foam adhered to the sheathing with glue and set under pressure. 1. Allowable load of 208 p is based on using surface splines consisting of minimum 3 inch wide,6/8 Inch thick AD plywood at all panel edges,both s' .Panel skins shall be stapled to the splines using minimum 16 ga.,7/16 inch drown by 1-3/4 inch long staples along all edges at 6 inches on center,both sides. 2. Allowable load of 385 is based on using minimum 2x SPF sold sawn lumber splines at all panel edges.Panel skins shat be nailed to the splines sing minimum 8d common nails along all panel edges at 6 inches on center,both sides. Footnotes far Transverse Loads Tables Panels shall be made tyro equal layers of APA or TECO rated OSB sheathing.The core shall be nominal 1.0 pet density (min.0.9 pet)EPS( ed polystyrene)barn adhered to the sheathing with glue and set under pressure.In panels with spline studs,the skins ll be nailed to the spline studs with 6d nails 0 6 inches o-c•When the tables indicate that no spline studs are required for capacity,itis permitted to join adjacent panels using 3 inch(762 mm)wide,5/8 inch(15.9 mm) thick plywood orOSB co splines under the skins of each face instead of spline studs.The surface splines shall be installed using a gap tilling ng foam sealant and 1-1/4 inch(25.4 mm)long.No.6 sasws at 6 inches(152 mm)on center on each side of the joint. 1. Values shown are a spans due to dead bad plus pee load. 2. The tables reflect twindtion criteria.For all panels the deflection criteria of L/360 shall be used for floor loads.For roof panels with slopes less3 in 12 pitch,the[1360 deflection criterion shall be used.For root panels with slopes of 3 in 12 or greater,the " criterion of L/240 shall be acceptable_ 3. To minimize deflection ep on panels without splines loaded with permanent or long-duration loads (>6 mo.),find the allowable span on the Ie for twice the actual load(i.e.use 40 psf for actual load of 20 psi.) 4. Some allowable spars re not based on deflections,therefore,no multipliers for other deflection cr5eria shall be allowed. 5. All values are for noduration loads.No increases for other durations are allowed. 6. Maximum spans are ated to the maximum panel size,28 feet. • 7. All values fisted are for '' panels with supports at each end. 8. For eight foot wide with splines at 8'-0'0.c.,use table values forsandwioh panels without splines;for panels with spines • at 4'-0'o.c.,use tables single splines. 9. All values are based on SULSPAN-Transverse Load Tables(Ti. -T.38),'CINSULSPAN 1999`,dated September 9,1993. Footnotes for Axial Load*aides Panels shall be made . two equal layers of WA or TECO rated OSB sheathing.The core shall be nominal 1.0 pct density (min.0.9 pd)EPS(_ •- ••• polystyrene)foam adhered to the sheathing with glue and set under pressure.In panels with spline studs,the shins s - I be nailed to the spline studs with 6d nails 0 6 itches o.c.When the tables indicate that no spline studs we required for : - tel capacity,it is permitted to join adjacent panels using 3 inch(76.2 mm)wide,5/8 inch(15.9 mm) thick plywood or OSB dace splines under both exterior and interior dans instead of spline studs.The surface splines shall be installed using a gap • expanding foam sealant and 1-114 inch(25.4 mm)long,No.8 screws at 6 inches(152 mm)on center on each side of , - joint 1. Values shown are • • • heights due to dead load plus five bad. 2. Allowable loads are •-= :• on axial loads being applied over the entire panel width. 3. A deflection criterion of 40 Is used. 4. Some allowable spans - not based an deflections,therefore,no multipliers for other deflection criteria shall be allowed. 5. All values are for no - duration loads.No increases for other durations am allowed. 6. Maximum spans am r _d to the maximum panel size,28 feet 7. All values listed are for,' • _ _•- panels with supports at the top and bottom. 8. Where no allowable hen•ht is shown,panel does not meet criteria to carry applied axial load. 9. For panels with splines t 24'o.c.use the allowable heights of panels with double splines. 10. For eight foot wide pan with spines at 8'-0'o.c.,use table values for sandwich panels without splines;for panels with splines 4'-0'o.c.,use tables for Ingle splines. 11. AM values are based on MNSULSPAN-Axial load Tables(A.1 -A.200),"OINSULSPAN 1999',dated September 9.1999.