Laserfiche WebLink
JOINTS SHALL OCCUR AT' SUPPORTS. NAII. SUPPORTF.D YAi:EL EDGES WITH <br />Sd NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTEit AT <br />INTERMEDIATE SUPPORTS. <br />WALL SAEATHING: <br />SHEATI{ING SAALL BE 7/16 INCH A.P.A. ItATCD SHEAT1iING, SPAN RATING 24/0. <br />PANEL EIYD JOINTS SAALL OCCUR AT SUPPORTS. NAIL PANEL EDCES WITH <br />Sd NAILS AT 4 INCHES ON CENTER hND 10 INCHES ON CENTER AT <br />INTERMEDIATE SLiPPORTS UNLF.SS NOTED OTAERWISE ON :�'HE DRA'1�1'INGS. <br />GLUED-LAMINATED TIMBER: <br />LAMINATED TIMBER SHALL Bl; DOUGLAS-FIR/LARCH KILN DRIEU. STRESS <br />GRADE COMB[NATION 24F-V4 (F6=2400 PSI, Fr-165 PSn FOR SIMPLE SPANS <br />AND 24F-VS FOR CANTILEVER AND CONTINiJOUS BEAMS. A.LT.C. <br />CER'I'�ICATE OF CONFORMANCE REQUIRED. GLU-LAMS SHALL CONFORM <br />TO A.LT.C. STANDARDS 117. FABRICATOR SHALL SUBMTI' DETAII.S AND <br />SPECIFICATIONS TO THE ENGINEER AP1D BUII.DING DEPARTMENT FOR <br />APPROVAL PRIOR TO FABRICATION. <br />FIAOR FRAM�1 : <br />PROVIDE FULL DEPTI� BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH <br />BEAMS (FB) AND HLADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) <br />2X8. ALL VERTICALLY LAMINA'CED BEAMS AND HEADERS SHALL BE SPII�D <br />TOGETHER WITH 16d NAILS AT 6 INCHES ON CEN1'ER <br />BEARING WALL FRAMING: <br />ALL DGOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL <br />BE (2f 2X8 DOUGLASFIR/LARCH #2 WITH ONE CRIYPLE AND ONE STUD EACH <br />END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR <br />OPENINGS MORF TIIAN 4 FEET WmE. ALL COLUMNS NOT CALLED OUT ON <br />THE PLANS SHALL'13l? (2) STUDS. SPII{E LAMINATED CULUMNS TOGETHER <br />WITH 16d NAII.S Ai' 1.2 INCHES ON CENTER PROVIDE TWO LAYERS OF <br />ASPFIA�T ID9PREGNATED BUII..DING PAPER AT CONTACT SURFACES <br />BETW EN WOOD AND CONCRETE. WALLS S2IALL HAVE A SINGLE BOTTOM <br />PLA'TF. AND A UOUBLE TOP PLATF.. END NAIL TOP PLA: ES AND BOTTOM <br />PLATES TO EACH STUD WITA 2-16d NAILS. FACE NAII. DOUBLE TOP PLATE <br />WITIi 16d NAILS AT 10 INCAES ON CENTER LAP AND FACE NAIL PLATF.S <br />WITH 2-16d NAIL6 AT EACEl SPLICE, CORNER INTERSECTION. STAGGER <br />SPLICES A MINIMUM OF 48 INCHES. fACE NAIL BOTTOM PLATE TO WITH 2- <br />16d NAILS. <br />PRF-MANIIFACTURED ROOF 7'RUSSES: <br />TRUSSES SHALL BE PLANT FABRICA'CED OF DOUGLASNIR/I.ARCH OR I3EM- <br />FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND <br />GILCULA'I'IONS STAMPF.D, SIGNED AND DATED BY A WASI�INGTON STATE <br />LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS <br />#cy <br />