1725 MAPLE ST 2020 Plans 2022-12-02

TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION OF FASTENER"' ROOF 4-8d BOX (2 1/2" x 0.113") OR 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-84 COMMON (2 12" x 0.131"); OR TOE NAIL 3-1061 BOX (3" x 0.128"); OR • 3-3" x 0.131" NAILS U 4-8d BOX (2 1/2" x 0.113") OR W 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON (2 12" x 0.131"); OR PER JOIST, TOE NAIL U 3-10d BOX (3" x 0.128"); OR cc 3-3" x 0.131" NAILS a cri CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-10d BOX (3" x 0.128"); OR P 3 PARTITIONS [SEE SECTIONS R802.3.1, R802.3.2 AND TABLE 3-16d COMMON (3 1/2" x 0.162"); OR FACE NAIL R802.5.1 (9)] 4-3" x 0.131" NAILS = o CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT) Q 4 [SEE SECTIONS R802.3.1 AND R802.3.2 AND TABLE TABLE R802.5.1(9) FACE NAIL ,- o R808.5.1(9)] 5 COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4" x 20 GA. RIDGE STRAP TO 4-10d BOX (3" x 0.128"); OR eV RAFTER 3-16d COMMON (3 1/2" x 0.162"); OR FACE NAIL EACH RAFTER Q 4-3" x 0.131" NAILS >+ m c 3-1661 BOX NAILS (3 1/2" x 0.135"); OR 2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL c o 6 RAFTER OR ROOF TRUSS TO PLATE 3-10d COMMON NAILS (3" x 0.148"); OR ON OPPOSITE SIDE OF EACH RAFTER OR ") ai 3 • N 4-10d BOX (3" x 0.128"); OR TRUSS 0 4-3" x 0.131" NAILS CC 4-16d (3 1/2" x 0.135"); OR 3-10d COMMON NAILS (3" x 0.148"); OR TOE NAIL TfEEDRAWRIO". IDAMNS APO OTHER 4-104 BOX (3" x 0.128"); OR OlPECFICA FURNISHED u"TFOR DTTBT TIE MOWFCT ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 4-3" x 0.131" NAILS ARE NiR"B""OF SERVICE THE ARCHITECT 7 TO MINIMUM 2" RIDGE SEAM W.STATUTORY APC RETAIN m nc8/ALL COME 18 VOLUME CCPYTIOHT 3-16d SOX 3 1/2" x 0.135"; OR M4BL THESE CRAWFIWSPEOIFICATWRS 2-16d COMMON (3 1/2" x 0.162"); OR END NAIL SHAM NOT BE�9Y7EN 61NLPtlMSERSWI; 3-10d BOX (3" x 0.128"); OR OTIER9OCT,OR OPROECTS,TIONOFTTOfTO TITe RSI ON T,1E FDR JECTR FOR OF TRIG 3-3" x 0.131" NAILS PROJECT If/MEE IN wmI G AND WITHAIXPPROPI CEPT ATE�� CCOAESICATION 10 TIE/HcrtTECT. WALL 164I COMMON (3 1/2" x 0.162") 24" o.c. FACE NAIL 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 10d SOX (3" x 0.128"); OR 3" x 0.131" NAILS 16" o.c. FACE NAIL 164I SOX (3 1/2" x 0.135"); II 6417 R\ GISTERE1D OR 12 o.c. FACE NAIL IICHITEC 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 3" x 0.131" NAILS (AT BRACED WALL PANELS) 16d COMMON (3 1/2" x 0.162") 16" o.c. FACE NAIL i 10 BUILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER) 16d COMMON (3 1/2" x 0.162") 16" o.c. EACH EDGE FACE NAIL DEAN C. DARIOTIS 16.41 BOX (3 1/2" x 0.135") 12" O.G. EACH EDGE FACE NAIL STATE OF WASHINGTON 5-8d BOX ( 2 1/2" x 0.113"); OR 11 CONTINUOUS HEADER TO STUD 4-8d COMMON (2 1/2" x 0.131"); OR TOE NAIL 4-10d SOX (3" x 0.128") 16d COMMON (3 1/2" x 0.162") 16" o.c. FACE NAIL t2 TOP PLATE TO TOP PLATE 1041 BOX (3" x 0.128"); OR 12" o.c. FACE NAIL E 3" x 0.131" NAILS 0 DOUBLE TOP PLATE SPLICE FOR SDC's A-D2 WITH SEISMIC BRACED 8-16d COMMON (3 1/2" x 0.162"); OR U WALL LINE SPACING <25' 12-16d BOX (3 1/2" x 0.135"); OR �' 12-10d BOX (3" x 0.128"); OR FACE NAIL ON EACH SIDE OF END JOINT V z N 13 12-3" x 0.131" NAILS (MINIMUM 24" LAP SPLICE LENGTH EACH C o E DOUBLE TOP PLATE SPLICE FOR SDC's Do, D„ D2; AND BRACED SIDE OF END JOINT) - WALL LINE SPACING > 25' 12-16d (3 1/2" x 0.135") �o La N CO c 6 . N o c "N - 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d COMMON (3 1/2" x 0.162") 16" o.c. FACE NAIL E o OJ •2 BLOCKING (NOT AT BRACED WALL PANELS) 16d BOX (3 1/2" x 0.135"); OR 12" o.c. FACE NAIL D '4.' :: : NAILS(3 1/2" x 0.135"); OR 3 EACH 16" o.c. FACE NAIL = o2 �' 15 BOTTOM PLATE TO JOIST, RIM JOIST. BAND JOIST OR 2-16d COMMON (3 1/2" x 0.162"); OR 2 EACH 16" o.c. FACE NAIL o% - d BLOCKING (AT BRACED WALL PANEL) 4-3" x 0.131" NAILS 4 EACH 16" o.c. FACE NAIL ›No m CO O N 4-8d BOX (2 1/2" x 0.135"); OR n O 3-16d BOX (3 1/2"x 0.135"); OR 4-8d COMMON (2 1/2" x 0.131"); OR TOE NAIL 4-10d BOX (3" x 0.128"); OR m 4-3" x 0.131" NAILS 73 g coo 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX (3 1/2" x 0.135"); OR 0 -' 2-16d COMMON (3 1/2" x 0.162"); OR END NAIL 0 P. 3-1041 BOX (3" x 0.128"); OR u' N. 3-3" x 0.131" NAILS >11 W N. 3-10D SOX (3" x 0.128"); OR • 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-1641 COMMON (3 1/2" x 0.162"); OR FACE NAIL 1 3-3" x 0.131" NAILS N3-8d BOX (2 1/2" x 0.113"); OR Z 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON (2 1/2" x 0.131"); OR FACE NAIL 2-10d BOX (3" x 0.128"); OR 2 STAPLES 1 3/4" 3-8d SOX (2 1/2" x 0.113"); OR 19 1" x 6" SHEATHING TO EACH SEARING 2-10d COMMON (2 1/2" x 0.131"); OR FACE NAIL 2-10d BOX (3" x 0.128 ); OR 2 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG 3-8d BOX (2 1/2" x 0.113"); OR 3-841 COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR 3 STAPLES, 1" CROWN, 16 GA.. 1 3/4" LONG FACE NAIL 20 1" x 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" x 8" 4-8d BOX (2 1/2" x 0.113"); OR 3-8d COMMON (2 1/2" x 0.131"); OR 3-10d BOX (3" x 0.128"); OR 4 STAPLES, 1" CROWN, 16 GA., 1 3/4" LONG FLOOR 4-841 BOX (2 1/2" x 0.113"); OR 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-8d COMMON (2 1/2" x 0.131"); OR TOE NAIL 3-1041 BOX (3" x 0.128"); OR 3-3" x 0.131" NAILS 841 SOX (2 1/2" x 0.113") 4" o.c. TOE NAIL W 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON (2 1/2" x 0.131; OR PLATE (ROOF APPLICATIONS ALSO) 10d BOX (3" x 0.128" ; OR • ) 6" o.c. TOE NAIL 3" x 0.131" NAILS 3-8d BOX (2 1/2" x 0.113"); OR Q 2-8d COMMON (2 1/2" x 0.131"); OR FACE NAIL 23 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 3-104 BOX (3" x 0.128"); OR 2 STAPLES, 1" CROWN. 16 GA., 1 3/4" LONG 24 2" SUBFLOOR TO JOIST OR GIRDER 3-16d BOX (3 1/2" x 0.135"); OR BLIND AND FACE NAIL = 2-16d COMMON (3 1/2" x 0.162") 25 2" PLANKS (PLANK & BEAM - FLOOR & ROOF 3-16d BOX (3 1/2" x 0.135"); OR AT EACH BEARING, FACE NAIL 2-16d COMMON (3 1/2" x 0.162") �'�1 3-16d COMMON (3 1/2" x 0.162"); OR �J,J 26 BAND OR RIM JOIST TO JOIST 4-10d BOX (3" x 0.128"); OR END NAIL 4-3" x 0.131" NAILS; OR 4-3" x 14 GA. STAPLES, 7/16" CROWN v 2041 COMMON 4" x 0.192"); OR NAIL EACH LAYER AS FOLLOWS: 32" o.c. AT TOP AND BOTTOM AND STAGGERED. Z 10d SOX (3" x 0.128"); OR 24" o.c. FACE NAIL AT TOP AND BOTTOM 3" x 0.131" NAILS STAGGERED ON OPPOSITE SIDES Z 27 BUILT-UP GIRDERS AND SEAMS, 2-INCH LUMBER LAYERS AND: 2-20d COMMON (4" x 0.192"); OR 3-1041 BOX (3" x 0.128"); OR FACE NAIL AT ENDS AND AT EACH SPLICE 3-3" x 0.131" NAILS 4-16d BOX (3 1/2" x 0.135"); OR 3-16d COMMON (3 1/2" x 0.162"); OR AT EACH JOIST OR RAFTER, FACE NAIL 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-1041 BOX (3" x 0.128"); OR 4-3" x 0.131" NAILS 29 BRIDGING TO JOIST 2.10d ( 3" x 0.128") EACH END, TOE NAIL Page # GC - 2 . O