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PER PL�N <br /> Si�-���1� J�t�LL SG��I�UL� <br /> � �oi� i�c <br /> ��ueta,�,� rto�s: <br /> 2x TOP PL.4TE � � <br /> NAIL SHEATF-IING TO � <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, I-fE?.DER • L }{EADEi2� 3" o.G. e.w. <br /> NAILING,ANGHOR BOLTS,AND HOLDOWNS. LOGATE HOLDOWNS A5 GLOSE A5 P0551BLE TO TfiE END Ex�'�H� ro . . . . . <br /> END 1NALL5 . <br /> OF THE DESI6NATED WALL. • • • • � <br /> L <br /> ALL HOLDOWNS,ANGHOR 80LT5,WASHERS, d NAILS IN GONTAGT WITH P.T.WOOD TO BE <br /> HOT DIPPED GALVANIZED. (�) �x STUDS <br /> PI = ONE SIDE PLYWOOD <br /> P2 = TY`{O 51DE5 PLYWOOD •I I• <br /> NAIL SPAGING SiLL OPTIONAL BASE HEM pIR�� 'I I• <br /> MARK 7/Ib" TOP d BTM. A35 BLKG. p�� 51MP�'�ON MASAP PLATE YALUE <br /> PLYWD. �D� pIF1 n PLATES ANGFIORS REQ'D. ANGHOR BOLTS ANGHORS N,4ILING (#/�.p) 'I I� GONNEGT PLYWOOD <br /> PI-6" 8d 6" 12" 6" 18"O.G. 2x4 5/8" � 48° � 48" b ENDS (2) Ibd � 10" 240 •� • TO ,4LL SITUDS,�L�-rEs <br /> • . E HEADERS . <br /> PI-4" 8d 4" 12" 4" I6° O.G. 2x4 5/8" � 32" � 90' S ENDS (2) Ibd �7" 34q •( �• <br /> . � � APA RATE� SFtTG. � � � <br /> PI-3" *+' 8d 3" 12" 3" 14'O.G. 3x4 S/8" � 24" � 24" d ENDS (2) Ibd e 5" 450 �a" MIN. 24/O EXP. I <br /> PI-2" �'■ 8d 2" 12" 2" 12' O.G 3x4 B/4" � 24" � 18" d ENDS (2) Ibd �5" 585 �I � STFIDI4 WOOD <br /> TO GOhIGRETE <br /> P2-6" ** 8d 6" 12" 6" 10'O.G. 3x4 5/8" � 24" WA � I� GONNEGTOT25 OR <br /> (2) Ibd �5" 480 <br /> r. :. <br /> • EQU L "�r� .�x,E7g�,6id;-ii�. <br /> I�I� �I�I �� .��',� ���a�; :A�� <br /> P2-4" *'" 8d 4" 12" 4" 8"O.G. 3x4 3/4" � 20" wA (3) Ibd �5" �00 f�) #4 VEF2TIGALS , � - 3x �L/a� �N �� �����il���� � <br /> +x4 f-fORIZ. � (•I • NAIL SHE.4THING � �, <br /> P2-3" �* 8d 3" 12" 3" 8"O.G. 3x4 3/4" � I6" WA (4) Ibd �5" q00 12�� o.c. TO EAGH PLATE <br /> P2-2" ** 8d 2" 12" 2" 8"O.G. 3x4 3/4" � 12" WA �A <br /> (4) Ibd �4" 1170 LLL <br /> . 3/4"µ�X 10"A.B. � � <br /> �tl���� � <br /> �� YV/3��X3"XI/4" . . <br /> **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft.OR GREATER S}fALL HAVE�RAMIN6 GONG. PLATE WP.SHE(2 TRU55�5 OR <br /> MEMBERS(STUDS 4 PLATES) ABUTTIN6 PANELS NOT LE55 THAN 3X MEMBERS SW,�qLL �I RAFTERS P�R � ' <br /> PER IBG 2012,TABLE 2306.3.1.3X FRAMING WILL BE NOTED ON PLAN. �I� �Y ��—�u ^ .� ' � " <br /> � ��ac�-i ': <br /> uoo� s+�T� - r��iL . ' , 1� ASH►P�JGTOfV <br /> PER SI-IEf��2 WALL � r��-g�s��< � <br /> I. USE POWER-DRIVEN STEEL 51UD5 AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. <br /> SGI-I�DUL� ��� � � <br /> 2. PLYYy00D MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. 8 d � 6" O.G <br /> 3. 50LID BLOGK WITH J015T UNDER INTERIOR SHEAR YVALLS. <br /> � � GONT. FOOTING <br /> 2X BLKG. W/ 16d <br /> SHEP�R WALL NOTES � g�� o.�. � ��N-r <br /> EL�VATION YIEW HOLES (RIP BLIG'G.) (/� <br /> VJ <br /> 7/I6"09B OR PLYWOOD SHEATHING -USE Sd GOMMON OR 6ALVANIZED NAILS. BLOGK ALL PANEL OUTSID� OP G���G� <br /> ED6E5. LONG DIMEN510N5 OF PLYWOOD MAY BE INSTALLED VERTIGALLY.NAIL� 12"O.G.TO ALL � G��'d`G� DOOR O�/�RI-i/-4NG B I-fl PtNGI-tOR � � <br /> WTERMEDIATE STUDS. 1^lHERE 3"NAIL SPAGING 15 SPEUFIED AT PANEL EDGES,USE I-I/2"8d FASGIA 24" O.G. <br /> SHORT NAILS OR 3X 5TUD5 WIT1i 8d GOMMON NAILS. �OR 2" NAIL SPAGIN6,U5E 3X 51UD5 <br /> AND 5TA66ER F'ANELS. WHEIZE PLYh�OD 15 2 51DE5 OF WALL, JOINTS TO FALL ON Si-fEATHING PER 51--f�f�R <br /> SEPARATE SlUDS ON EAGH SIDE. _ SGI-fEDULE r^ ( 1 � <br /> �/J v <br /> FLOOR PLYWOOD-U5E 8d GOMMON NAILS� 10"O.G.AT INTERMEDIATE SUPPORTS,b"O.G. � � <br /> AT ALL PANEL ED6E5 AND 4"O.G.AT ALL SHEAR WALLS,UNLE55 OTHERWISE SHOWN ON PLANS. <br /> FLOOR J015T5-JOIST PARRALLEL TO FLOOR OPENIN65 AND EMERIOfL WALLS SHALL BE INSIDE O� 2X STUD WRLL � r'`� <br /> GP�RAGE � 16" O.G. ' I I Q <br /> n <br /> GRO55 BLOGKED AT 48"O.G.m EDGES W/(4) IOd NAILS FOR THE FIRST BAY. � � ' <br /> 3"x 3" x I/4"SQUARE WA5HER5 AT ALL ANGHOR BOLTS. PL?.N VIEW OF � <br /> GOhIGRE'f� STEM WALL � <br /> l/Ib"05B OR PLYWOOD SH�ATHING - 5TAPLE SGHEDULE � TY�'. SH��.RW?�LL TO ROO� j� � � 0 <br /> ALLOWABLE SHEAR VALUES WITH HEM FIR#2 5TUD5 v <br /> � L?.T�i�?.L RESTR.�411�1T i��.NEL L-I GONN�GTION NO SGALE O F"'� � �?' v <br /> ,, � <br /> ,� c�o y <br /> G .STAPLES� IS GA.STAPLES� 14 GA.STAPLES o L—I SEE GE1V�R?.L NOTES IVO SGP.LE � <br /> 3"O.G.-280#/ft. 4"O.G.-280#/ft. 4"O.G. -B03#/ft. � � • � u <br /> 2"O.G. -960#/ft. 2-I/2"O.G.-430�/ft. 3"O.G. -340#/ft. r^ � <br /> � <br /> 4 O.G.AND IOd NAILS 2"O.G.-5047t/ft. �J � �, � <br /> � 6'O.G.-620#/ft. � � � r <br /> FIELD SPAGING: 12"O.G.NAILS R STAPLES. � � <br /> � � � � � <br /> NOLDOWNS- INSTALL SIMP��ON HOLDOWNS OR EQUNALENT AT THE END OF SHEAR WALLS � I � � � <br /> w <br /> WHEN SHOWN ON DRAWINGS. TO ATfAGH U5E 2X OR 3X FfF#2 GpNSTRUGTION GRADES A5 � � <br /> SHEAR WALL BOUNDARY ELEMENTS. NOLDOWNS ARE ONLY REQUIRED WHERE SHOYJN ON PLANS. r� � � <br /> � � � <br /> z <br /> � � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> 0 <br /> 0 <br /> � � <br /> � � <br /> � z � <br /> 0 � � <br /> � � � <br /> n � <br /> z � � <br /> � p �C <br /> � � � <br /> � � <br /> Q � <br /> � t�� <br /> ; �1 <br /> �o <br /> � �- <br /> � , <br /> date: lo-2�-IS <br /> permit: - <br /> revisions: <br /> drawn b : M�iJ <br /> GI'IeGIGe� I�L�: <br /> �{���T <br /> � <br /> I . <br />