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S -4 AR. WALL SGHEr7ULE I'-4 1/2" •- <br /> I '1004 Ida 4 AfirH• T\. <br /> GENERAI-NOTES, r <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, rHI.1s TO <br /> GAP ,Rr S N.'SH <br /> 2x 7,OP PLATE <br /> NAILING,ANCHOR BOLTS,AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END HEADER 0 2.OC.B.W. \ STAI- F WASHINGTON <br /> OF THE DESIGNATED WALL. <br /> ALL ANCHOR BOLTS,WASHERS,4 NAILS IN CONTACT WITH P.T.WOOD TO BE <br /> DIPPED AI \_— <br /> HOT DIPPED GALVANIZED. >,esnros on r2x <br /> 1 2 <br /> PI = ONE SIDE PLYWOOD <br /> P2 = TWO SIDES PLYWOOD <br /> NAIL SPACING SILL BASE HEM FIR*2 <br /> MARK l/16" TOP 4 BTM. A35 BLK6. PLATE PLATE VALUE coraccT PLYWOOD <br /> PLYWD. EDGES FIELD PLATES ANCHORS REQb. ANCHOR BOLTS NAILING (M/LF) LUEO ALSTUDS PLATES BOTH SIDES• TrH�'� <br /> • <br /> PI-6" Bd 6' 12' 6" 18°O.G. 2x4 5/8" 0 48" (2)I6d 0 10" 240 �� l ' <br /> rBD l , <br /> PI-4" Ed 4' 12" 4" 16'O.G. 2x4 5/8" 0 32" (2)I6d 0 T 344 A 4,-MIN.24/0=r 1 <br /> PI-3"•' 8d 3" 12' 3' 14'O.G. 3x4 5/8' 0 24" (2)16d 0 5" 450 9 SCONCRETE <br /> TOR5 (n V <br /> �9Ey TO Roa <br /> ecuAL <br /> PI-2's• 8d 2' 12' 2" 12"O.G. 3x4 3/4' 0 24" (2)Ibd 0 5' 585 es).4 VERTICALS rL-L,7 <br /> P2-6"•• 8d 5' 12' 6" 10"OC. 3x4 5/8' O 24" (2) 16d 0 5' 480 04 1.101312.. !,f o19Esci+nLATTee <br /> 12.0.C. ille�1 <br /> P2-4's• 8d 4' 12' 4° 8"O.G. 3x4 3/4' 0 20" (3) ISO 0 5' 100 si �'An g <br /> r spio•wi4• r+ <br /> P2-3"•• 8d 3" 12' 3" 8"O.G. 3x4 3/4' 0 16' (4)Ibd 0 5' 900 srm i ^re q U .- 8 <br /> P2-2"•• 8d 2' 12' 2" 8"0C. 3x4 3/4' 0 12' (4)16d 0 4" 1110 HALL <br /> ...NOTE:WALLS WITH UNIT SHEAR OF 350*/ft.OR GREATER SHALL HAVE FRAMING .- O Z H <br /> MEMBERS(STUDS t PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS 14 <br /> ii <br /> PER IBC 2009,TABLE 23063.1.3X FRAMING WILL BE NOTED ON PLAN. .- < r 1 1.m.A <br /> ELEVATION VIEW l_✓J N 6, pI <br /> I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. GARAGE ITi (�. E <br /> 2.PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. <br /> OUTSIDE <br /> TRgDGEE OF 11!'���III GC <br /> DOOR <br /> 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. <br /> SHEAR WALL NOTES _ j//// V? <br /> 4����NN <br /> EDGE OSB OR DIMENSIONS <br /> SHEATHING-USE BECOMMON GALVANIZED Y. AI BLOCK ALL PANEL INSIDE E _ " <br /> EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY.NAIL O 12'O.G.TO ALL GARAGE • _7— <br /> STUDS. WHERE 3'NAIL SPACING 15 SPECIFIED AT PANEL EDGES,USE I-1/2'ed PLAN VIEW OP <br /> SHORT NAILS OR 35 STUDS WITH 8d COMMON NAILS. FOR 2'NAIL SPACING,USE 3X SUDS CONCRETE STEM WALL ' <br /> AND STAGGER PANELS. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS TO FALL ON <br /> SEPARATE STUDS OH EACH SIDE. Allik LATERAL RESTRAINT PANEL <br /> FLOOR PLYWOOD-USE 8d COMMON NAILS 0 10'O.G.AT INTERH'BDIATE SUPPORTS,6"O.G. <br /> AT ALL PANEL EDGES AND 4'O.G.AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLANS. ® SEE GENERAL NOTES NO SCALE �(� <br /> FLOOR JOISTS-JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE rV' <br /> CROSS BLOCKED AT 48"O.G.0 EDGES W/(4)10d NAILS FOR THE FIRST BAY. LI <br /> 3'x 3' x 1/4"SQUARE WASHERS AT ALL ANCHOR BOLTS. I <br /> lAS"OSB OR PLYWOOD SHEATHING-STAPLE SCHEDULE S 0 <br /> ALLOWABLE SHEAR VALUES WITH HEM FIR 1t2 STUDS NA STUD/SHEAR WALL; <br /> PLYWOOD SUB- NAIL PER PLANS;SEE <br /> FLOORBLTRKI SHEAR WALL SCHEDULE. <br /> 2'IS GA.STAPLES O 15 GA.STAPLES 0 14 GA.STAPLES 0 FLOOR TRUSS BOTTOM PLATE NAILING <br /> 3'O.G.-280 44/Ft. 4"O.G.-250•/Ft. 4"O.G.-3031I/ft. PER PL•N PER SCHEDULE II r <br /> 2'O.G.-3604/ft. 2-1/2"O.G.-430•/ft. 3'O.G.-390+/ft. • <br /> 4"0C.AND 100 NAILS 2"O.G.-504/ft. .* :' NAILING PER SHEAR y <br /> 0 6"O.G.-620• SIMPSON W■/ft. 1H■■'f WALL SCHEDULE IF <br /> AL <br /> _�( <br /> FIELD SPACING:12'O.G.NAILS t STAPLES. HI CLIP _ 0 <br /> 4XBLOC <br /> RIM TO ALLOW e <br /> H <br /> j FOR HOLD-DOWN PER PLAN r.Un' a7y <br /> HOLDOWNS-INSTALL SIMPSON OLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS F \ <br /> MEN SHONE ON DRAWINGS. TO ATTACH USE 2X OR 3X HE*2 CONSTRUCTION GRADES AS <br /> SHEAR WALL BOUNDARY ELEMENTS. HOLDOMNS ARE ONLY REQUIRED WHERE SHONE I ON PLANS. 2X STUD/SHEAR NULL; _•i <br /> NAIL PER PLANS;SEE n <br /> SHEAR HALL SCHEDULE. <br /> z�/ <br /> EXTERIOR GANTILEVERED 1t <br /> ligh SHEAR V'4ALL ' 0 <br /> ® NO SCALE U1 <br /> 0 <br /> t <br /> 0_ <br /> 10d 0 4"o.c.-ROOF I051 a 4"o -ROOF date: OG-O4-I .' <br /> SHEATHING TO TOP SHEATHING TO TOP permit: <br /> CHORD TRUSS. CHORD TRUSS. <br /> revisions: <br /> OVER <br /> PLYWOOD ROOF S.W.TO HAVE PLYWOOD 0 <br /> UO-OO-00' <br /> SHEATHING BLOCKING AT SHEATHING <br /> 16'O.G. <br /> 'V TRUSSESR PLAN <br /> V TRUSSESPER <br /> 4g o dOM A95 G CAR WN <br /> CLIPS IIt5LL <br /> " YO O.G.lirS .s ¢ drawn by MWJ <br /> _•I�� '� Checked by: <br /> 2 ROWS ISOI 160 0 4"Dc. <br /> • NAILS 0 6'o.c. PLYWOOD TO - <br /> PL.ThOODTO NAILERTOP LATE -_1r-,1-1 T <br /> SHEAR WALL SHEAR WALL <br /> PER PER <br /> SCHEDULE PREDULE iIIL��J. <br /> ©SHEAR 1NALL PARALLEL TO TRUSS <br /> ® NO SCALE <br /> i j. I <br /> P <br /> L3 <br />