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[ I \ <br />SCALE: N.T.S. <br />(2) <br />SCALE: N.T.S. <br />IN (nTrn. <br />1. BEAM SPLICE AS OCCURS <br />2. WOOD BEAM PER PLAN <br />3. SIMPSON AC TYPE POST CAP <br />4. WOOD COLUMN PER PLAN <br />NOTES: <br />1. POST PER PLAN <br />2. EXISTING FLOOR JOISTS <br />3. 4x OR 6X FULL HT BLOCKING. <br />(MATCH COLUMN'S WIDTH) WITH (3) <br />16 NAILS AT EA SIDE <br />4. SIMPSON PB OR SIMILAR BRACKET <br />SCALE: N.T.S. <br />PENNYWEIGHT <br />DIAMETER (INCHES) <br />LENGTH (INCHES) <br />TRACKER** COLOR <br />CODED NAILS <br />3d <br />0.131 <br />2-1/2 <br />BLUE <br />10d <br />0.143 <br />3 <br />PURPLE <br />16d <br />OJ62 <br />3-1/2 <br />ORANGE <br />20d <br />0.102 <br />4 <br />m <br />N InTrn. <br />1. WOOD BEAM PER PLAN <br />2. SIMPSON ACE TYPE POST CAP <br />(1) 3. WOOD COLUMN PER PLAN <br />(2) <br />(3) <br />lJ� <br />WIDTH & LENGTH <br />PER PLAN <br />lnx,ow. <br />r r a bi, - va <br />SCALE: N.T.S. <br />FOR DIAPHRAGM OR SMEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT <br />SPACING TO THAT SPECIFIED ON PLANS. <br />FASTENER TYPE <br />DIAMETER <br />LENGTH <br />EQUIVALENT SPACING <br />TRACKER** COLOR <br />(INCHES) <br />(INCHES) <br />(INCHES) <br />CODE® NAILS <br />6d COMMON WIRE <br />0.131 <br />2-1/2 <br />6 <br />4 <br />3 <br />------------- <br />BLUE <br />3 "DIPPED GALV. BOX" <br />0.131 <br />2-1/2 <br />6 <br />4 <br />3 <br />0 <br />3d "SHINY BOX" <br />0.113 <br />2-1/2 <br />4-1/2 <br />3 <br />2-1/2 <br />YELLOW <br />12 GA. STAPLES <br />0.1065 <br />1-7/6* <br />6 <br />5-1/2 <br />4 <br />= <br />14 GA. STAPLES <br />0.080 <br />1-1/2* <br />6 <br />4 <br />3 <br />= <br />16 GA STAPLES <br />0,072 <br />1-1/2* <br />5 <br />3 <br />2-1/2 <br />10d COMMON WIRE <br />0.143 <br />3 <br />6 <br />4 <br />3 <br />PURPLE <br />10d "HOT DIPPED GALV. BOX" <br />0.143 <br />3 <br />6 <br />4 <br />3 <br />= <br />10d "SHINY BOX" <br />0.123 <br />3 <br />4-1/2 <br />3 <br />2-1/4 <br />WHITE <br />0011,011TI 12-1 Al 0121 <br />ROUGH OPENING WIDTH <br />4 <br />l <br />4 <br />SCALE: N.T.S. <br />NOTES: <br />1. SIMPSON PB POST <br />BASE <br />2. WOOD COLUMN <br />3. CONCRETE SLAB <br />4. SAW CUT PER PLAN <br />5. CONCRETE FOOTING <br />NOTES: <br />(1) <br />1. <br />WOOD STUD WALL <br />2, <br />WOOD HEADER PER PLAN <br />(2) <br />3. <br />(2) 16d TOENAILS — EACH SIDE, <br />(3) <br />EACH END <br />4. <br />(3) 16d NAILS AS SHOWN <br />(4) <br />(5) <br />5. <br />RUN VERTICAL STUDS UP PAST <br />HEADER AS SHOWN <br />6. <br />(2) 16d NAILS AT 12" O.C. <br />(6) <br />8. DOUBLE STUDS UNDER HEADER <br />BEARINGS FOR OPENING WIDTHS <br />GREATER THAN 5-0" <br />FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS (UNLESS NOTE® OTHERWISE ON PLANS) <br />IfEM <br />CONNECTION <br />!-- <br />T-RUSS TO is PLATE <br />RAFTER OR T <br />TOENAIL <br />16d <br />CONNECTOR <br />H2.5 48" O.C. <br />L JOIST TO TOP PLATE <br />TOENAIL <br />aw -.1 <br />CEILING JOIST TO PARALLEL RAFTER <br />FACE NAIL <br />(3) 1 d <br />CEILING JOIST: LAP OVER PARTITION <br />FACE NAI <br />Aral <br />COLLAR TIE <br />FACE NAILd <br />- <br />BLOCKING TO RAFTER <br />TOENAIL <br />RIM BOARD TO RAFTER <br />END NAIL <br />:-- PLATE TO TOP PLATE <br />FACE NAIL <br />TOP PLATE AT INTERSECTIONS <br />FACE NAIL <br />— <br />LATE LAP <br />FACE NAIL <br />STUD TO STUD <br />HEADER TO HEADER <br />FACE NAIL <br />TOP OR BOTTOM PLATE TO STUD <br />END NAIL <br />(2) 16d <br />d <br />END NAIL <br />(2L1 6d <br />- `- <br />- <br />TBRIDGING O JOIST <br />- <br />BLOCKING TO JOISTS <br />BLOCKING TO TOP PLATE <br />-- — - <br />(3) 8d <br />RIM JOIST TO JOIST <br />FACE NAIL <br />RIM JOIST TO S-ILL OR TOP PLATE <br />CONNECTOR <br />- i <br />CONNECTOR <br />� <br />-CE NAIL <br />- <br />_ <br />t <br />_ <br />e <br />TOE <br />FACE NAIL <br />_ <br />TOE NAIL <br />FACE NAIL <br />HEADER AND BEAM SCHEDULE FOR LOAD BEARING WALLS - <br />OPENING SIZE <br />HEADER SIZE <br />TRIMMERS <br />-- <br />2X4 <br />REQ'D <br />2X6 <br />KING STUDS <br />�_ <br />2X4 <br />REQ'D <br />X6 <br />P 2X6 <br />— <br />UP TO 3'-6'_— <br />SEE PLAN <br />1 <br />1 <br />3'-6"> TO 5'-0" <br />SEE PLAN— <br />—' <br />1 <br />— <br />2 <br />5'-0"> TO 8'-0 <br />SEE PLAN <br />1 <br />_2 <br />-I <br />2__—_—� <br />2 <br />_._2 --- <br />_— <br />8'-0"> TO 10'-6" <br />— <br />SEE PLAN <br />P 2 <br />3 <br />3 T <br />_2 <br />3 <br />10'6"> TO 16'-0" <br />SEE PLAN <br />3 <br />4 <br />3 <br />3 <br />NOTES: <br />— UNLESS NOTED OTHERWISE, ALL BEAM AND HEADER SUPPORTS SHALL CONFORM TO THIS SCHEDULE <br />— ALL BUILT—UP SUPPORTS WILL MATCH OR EXCEED WIDTH OF SUPPORTED BEAM <br />— ALL HEADERS ARE TO BE 4X10 DF—L NO.2 UNLESS NOTED OTHERWISE <br />- ,� - £""' `ivimgmiplm <br />1. ...t it `.,� mi <br />I <br />I� <br />SCALE: N.T.S. <br />CITY <br />Or, 5VERETT <br />REVIEWED FOR PERMIT <br />DATE <br />4 <br />zv <br />08/17/2021 <br />�/4/2021 <br />