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1. SHEATHING AND NAILING PER <br />3HEAR0ALL SCHEDULE <br />2. BASE PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />J. SHEAR PANEL EDGE NAILING <br />4. 16d@8^0.C. <br />5. UBL TOP PLATE <br />5. SOLID CONTINUOUS 0W <br />7. FLOOR SHEATHING <br />[5) <br />NOTE: <br />S|MP30N LTp4 @ 48^ O.C. <br />REQUIRED IF PLYWOOD 3H!W <br />OCCURS AT RIM BOARD <br />�� �������/ <br />FLOOR ��� JOIST 8 �� � STUD WALL <br />SCALE N.T.S. <br />(� <br />1. 2x BASE PLATE <br />NAILING PER SHEAR WALL <br />(4) <br />3CHEDULE <br />2. <br />EDGE NAILING PER SHEAR WALL <br />(5) <br />SCHEDULE <br />J, <br />FLOOR JOIST PER PLAN W/ <br />JOIST HANGER PER MANUF. <br />~` <br />(8) <br />` ' 4, <br />REAM PER PLAN <br />5. <br />WALL SHEATHING CONTINUOUS <br />\ 4-- <br />OVER BEAM W/ EDGE NAILING <br />PER SHEAR WALL SCHEDULE <br />G. <br />JOIST BLOCKING @ FLOOR <br />SHEATHING PANEL EDGES /48" <br />0.Cj SECURED TO TOP PLATE <br />W/ (2) Od NAILS <br />(4) <br />FLOOR JOISTAT <br />BEAM <br />2 0�2 <br />SCALE NT,S, <br />' <br />'^ <br />SCALE N.T.S. <br />|. <br />BEAM SPLICE AS OCCURS <br />2. <br />WOOD BEAM PER PLAN <br />3. <br />3IMP3ON BC TYPE POST CAP <br />U.N.O. ON PLAN <br />(5) 4. <br />WOOD COLUMN PER PLAN <br />5, <br />SIMP3ON ACE TYPE <br />POST CAP U.N.O. ON PLAN <br />(4) <br />1BEAM PER PLAN <br />2. 2x STUD WALL W/ BUILT, UP <br />POST PER PLAN (SAME WIDTH <br />AS BEAM MINIMUM) <br />` <br />3. SIMPS0N A35 OR LTP4 BOTH <br />SIDES OF BEAM U.N.O. <br />4. BEAM SPLICE AS OCCURS <br />1. 2x SHEAR WALL ABOVE (ASC <br />OCCURS) PER SHEAR WALL <br />2. JOIST PER PLAN SECURED TO <br />TOP PLATE W/ 8d NAILS @ 8^ <br />V.C. <br />J. FLOOR JOIST BLOCKING @ <br />FLOOR SHEATHING PANEL <br />EDGES (48^ 0.0 SECURED TO <br />TOP PLATE 0V (2) 10d NAILS4. 2x SHEAR WALL PER SHEAR <br />WALL SCHEDULE <br />JOIST PARALLEL TO SHEAR WALL, <br />DATE REVISION REV, BY: <br />l SHEATHING AND NAILING PER <br />l SHEARWALL SCHEDULE <br />2) <br />2 BASE PLATE NAILING PER <br />� 3HEAOMNLL SCHEDULE <br />3, SHEAR PANEL EDGE NAILING <br />4. 16d TOE NAIL @ 5^ O.C. <br />5. D8L TOP PLATE AS OCCURS <br />�4/ ` <br />h. JOIST BLOCKING AT PANEL . <br />SECURE INTO PLATE <br />0V (2) 10d NAILS <br />' <br />(�) <br />7SOLID CONTINUOUS 0M <br />d. FLOOR SHEATHING <br />V. JOIST PER PLAN <br />NOTE: <br />SIMPS0N LTP4@ 48"/lC. <br />REQUIRED IF PLYWOOD SHIM <br />OCCURS AT RIM BOARD <br />FLOOR �JOIST �� � STUD 8�� ��� WALL <br />SCALE: N.T.S. <br />~~^~/SCALE: N.T.S. <br />//\ <br />]- 2x SHEAR WALL ABOVE (AS <br />OCCURS) PER SHEAR WALL <br />2. JOIST BLOCKING SECURED TO <br />TOP PLATE W/ 8d NAILS @ §^ <br />O.C. <br />3. FLOOR JOIST PER PLAN <br />SECURE 0TOP PLATE Y/ (2) <br />iOd NAILS <br />4. 2x SHEAR WALL PER SHEAR <br />WALL SCHEDULE <br />1. BEAM PER PLAN <br />2� oaL 2x |up PLATE W/ <br />SIWP30N WSTC28 STRAP ON <br />EXTERIOR FACE <br />3. KING STUD EXTENDED TO TOP <br />OF BEAM NAILS <br />' (2) TO BEAM (STAGGERED) EACH <br />` ' SIDE <br />4. PLYWOOD OR OSB FILLER AS <br />NEEDED <br />5. NAIL PLIES OF BUILT UP 2x <br />rUS| vw|* lUm mmL» @ ll <br />O.C. (STAGGERED) <br />``5) 6.RiMB0ARD. GABLE FRAMING, OR <br />BLOCKING <br />�� �� POST AT�� <br />����� <br />SCALE NT� <br />``--' <br />1. TRUSS PER PLAN <br />Z. Nmr�5mv n/ vn nZ.o Uu, <br />EVERY TRUSS <br />3. STUD WALL <br />(1) <br />4. PLYWOOD SHEATHING <br />(4) <br />5. EDGE NAILING <br />(6) <br />3-10d PER BLOCK TOENAIL <br />INTO PLATE <br />7. SHEAR PANEL EDGE NAILING <br />8. SHEATHING AND NAILING PER <br />(2) <br />SHEARWALL SCHEDULE <br />GYPSUM SHEATHING UNDER <br />EAVE <br />GA FILE NO. WP 8105 <br />EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE X <br />GYPSUM SHEATHING APPLIED PARALLEL TO 2X WOOD <br />STUDS W1 1-3/4" GALVANIZED ROOFING NAILS @ 4" <br />O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE <br />STUDS AND TOP AND BOTTOM PLATES. JOINTS OF <br />GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR <br />CLADDING TO BE ATTACHED THROUGH SHEATHING TO <br />8� ����� ���� �� <br />^� ���� WALL <br />TRUSS AT STUD <br />WALL <br />SCALE N.T.S. <br />m <br />o <br />�� <br />El u�u <br />�l <br />�� L_)E7 <br />- <br />- ALL DOOR/WINDOW HEADERS TO BE 6X8 DF#2 AT 2X8 BEARING WALLS . U.N.O. SCALE 1/4" = 1'-O° <br />- PROVIDE RREBL0CK|NG AS REQUIRED PER I.R.C. ' <br />- WINDOW HEADERS AT 6'-8~ ABOVE SUB FLOOR. U.N.O. <br />- EXTERIOR WALLS TO BE 2X6 AT 16" D.C., U.N.0� <br />- INTERIOR PARTITIONS TO BE 2X4 AT |G~ O.C. (2X6 @PLUM8|NC WALLS) U.N.O. <br />- PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN <br />&Q PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED /U.N.O.\ <br />_ FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN <br />ON THIS PLAN. "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS <br />WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. <br />M. <br />/l�/��/1� <br />�� �/ ^��// ` � <br />mEW <br />FLRJ&T5 0 16"O.C- <br />�� <br />u <br />