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PER <br /> ����� �l'�i..�L. �G���U L.� PLf�N ' � ,l��F<' ��.,k.�a..�:...,;„,. ; <br /> NAIL SHEATHING TO `�, � �{�;�;t,:r� : <br /> P�R �OOQ ISG N�ADER � 2" O.G. �.W. n� � ����1�T <br /> GENER,4L NOTES: �� �� I'1' ' ' 'I� `� <br /> MIN. 3 x 11.25 NET � <br /> 5EE PLANS TO DETERMINE TH� DI��ERENT DESI6NATORS FOR SHEAR WALL M/�TERIALS, HEADER, EXTEND TO I. I. . . •� • "51MPSON" L5TA24 STRAP, � �y+�;��`�' <br /> NAIUNG, ANGHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS A5 GLOSE AS POSSIBLE TO THE END (' I '_ _'I 'I BAGK 51DE, Ef�. EDC�E '' `l��"a����- <br /> END WALLS g,;����� <br /> O� THE DESI6NATED WALL. 4�!,n,�;�;:,.,., <br /> .rt,,�.��t. . <br /> HOT D�PPED�6AL ANIO DBOLTS, WA5HER5, d NAILS IN GONTAGT WITH P.T. WOOD TO BE I.�I,� �.I�.I �AST�N TOP PLATE TO �;»�� �a y���+� � <br /> HDR. 2 ROWS Ibd 51NKER <br /> PI = ONE SIDE PLYWOOD LII.I I.ILI �AILS � 2" O.G. <br /> P2 = TWO SIDES PLYWOOD •I.I I•I• <br /> MARK �� �IL SPAGING SILL BASE HEM PIR #2 'I'I �:I' (2)2x 5TUD5 <br /> 7/Ib TOP 8 BTM. A35 BLKG. PLATE PLATE VALUE .I. . EAGI-f EDGE <br /> PLYWD. EDGES PIELD PLATES ANGHORS REQ D. ANGHOR BOLTS NAILING (#/LP) P�NEL SPL I G� (I F ' <br /> NEEDED) S+-ff�LL ,�,I I'I' X �'m <br /> PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" � 48" (2) Ibd � 10" 240 .�.� �.�. � � � <br /> — OGGUR WITHIN Z4 GONNEGT PLYWOOD fn <br /> — <br /> PI-4" 8d 4" 12" � 4" 16" O.G. 2x4 5/8" � 32" (2) 16d � 7" 349 OF M I D-1-IE I C�HT, '�'� �'�' W/ 8d NAILS � 2" O.G. � L �T"'� <br /> N�I L zx BLOGKI NG ' TO ALL STUDS, PLATES = �"�_ � <br /> PI-3" "'� 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 24" (2) 16d � 5" 450 �y/ (�) 16d, .�.I —.I. � ��ADERS � ���ry <br /> _ . . . 1 <br /> PI-2" "'* 8d 2" 12" 2" 12" O.G. 3x4 3/4" � 24" (2) 16d � 5" 585 Si-fE�TI-IINC� �DC�ES :I,I I,I APA RAT�D SHT6. O �� N� <br /> � 8d ?�T Z" O.G. 3 „ �p�Q� <br /> P2-6" '""` 8d 6" 12" 6" 10" O.G. 3x4 5/8" � 24" (2) 16d � 5' 480 •I•I I•I• /a MIN. 24/O EXP. I i! <br /> - BOTH SIDES (1.��'�N <br /> P2-4" '"'� 8d 4" 12" 4" 8" O.G. 3x4 3/4° � 20° (3) I bd � 5" 700 ,�,� �,�, Z 6 N� <br /> „ �� 51MP50N d-—�j- <br /> P2-3 8d 3" 12" 3" g" O.G. 3x4 3/4" � I6" (4) 16d � 5" 900 •�•� �•�• STHD I 4 WOOD d-i�- 6 <br /> P2-2" '"* 8d 2" 12" 2" g" O.G. 3x4 3/4" � 12" (4) 16d � 4" 1170 �:� ' ' TO GONGRETE �p Y � <br /> r I I ��ON�NLGTORS OR - <br /> *"�NOTE: iNALLS WITH UNIT SHEAR OF 350#/ft. OR 6REATER SHALL HAVE FRAMIN6 �II.I I�I� (3) 2x PLAT�S (I PLATE <br /> MEMBERS (5TUD5 � PLAT�S) ABUTTING PANELS NOT LESS THAN 3X MEMBERS I I I I PLUS 2 BLK. BETW�EN STUDS) <br /> PER IBG 200q, TABLE 2306.3.1. 3X FRAMIN6 WILL BE NOTED ON PLAN. r I � � NAIL SHEATHIN6 TO <br /> �I�•L� �P�GH PLATE U] <br /> .�'_. <br /> I. US� POWER-DRIVEN STEEL STUDS AND NAILS BY HILlY OR RAMS�T WHERE APPLIGABLE. Z Z <br /> 2. PLYWOOD MAY BE INSTALLED EITHER HO(ZIZONTALLY OR �/ERTIGALLY. GONG. SLAB I ��4"� X IS" A.B. Q O <br /> 3. 50LID SLOGK WITH �015T UNDER INTERIOR SHE,4R WALLS. � 7" MIN. EMB�D. � �' <br /> W/ 3"X3"XI/4" 6P�LVf�NIZED W <br /> SHEP�R WP�LL NOT�S P�--a-r� �"�`s+�+�R � � <br /> GONT. �OOTINC� <br /> ?/16" OSB OR PLYWOOD SHEATHIN6 - USE 8d GOMMON OR GALVANIZED NAILS. SLOGK ALL PANEL Z <br /> EDGES. LON6 DIMEN510N5 0�= PLYWOOD MAY BE INSTALLED �lERTIGALLY. NAIL � 12" O.G. TO ALL PORT�4L FR�ME <br /> INT�RMEDIATE 5TUD5. WHERE �" NAIL SPAGIN6 15 SPEGIFIED AT PAN�L ED6E5, USE I-I/2" 8d I <br /> SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGINC�, USE 3X STUDS IRG R602.10.6.2 <br /> AND STf�G6ER PANELS: WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON L-I <br /> SEPARATE STUDS ON EAGH SIDE. NO SGALE <br /> FLOOR PLYWOOD - USE 8d GOMMON NAILS � 10" O.G. AT INT�RMEDIATE SUPPOf2TS, 6" O.G. <br /> AT ALL PANEL ED6E5 AND 4" O.G. AT ALL SHEAR WALLS, UNLE55 OTHERWISE SHOWN ON PLANS. r(� <br /> FLOOR J015T5 - JOIST PARRALLEL TO �LOOK OPENINGS AND EXTERIOR WP�LLS SHALL BE V� <br /> GR05S BLOGKED AT 48" O.G. � ED6E5 W/ (4) IOd NAILS �OR THE FIRST BAY. 2x STUr�/sH�H�R i�tALL; � <br /> PLYWOOD SUB- NAIL PER PLANS; SEE � <br /> 3" x 3" x I/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. FLooR SI-IEf�R WALL SGFIEDULE. <br /> FLOOR JOIST BOTTOM PLATE NfaILING O <br /> �/I6" 05B OR PLYWOOD SHEATHIN6 - STAPLE SGHEDULE �'�� ��-�� PER SGI-IEDUL� TO 2x <br /> ALLOWABLE SHEAR VALUES WITH HEM FIR #2 51UD5 RIM JOIST <br /> (�J I Od TO� NAI L, � � <br /> - JOIST TO TOP NP�ILIhIG f ER SHEP.R <br /> 2" 16 6A. STAPLES � 15 6A. STAPLES � 14 6A. STAf'LES � F'LAT� `W,4LL SG}-I�DULE �/� <br /> 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. � j�� <br /> 2" O.G. - 360#/ ft. 2-I/2" O.G. - 4�0#/ft. 3" O.G. - 3q0#/ft. � <br /> 4" O.G. AND IOd NP�ILS 2" O.G. - 504#/ft. <br /> � 6" O.G. - 620#/ft. 2X BLOGK � r <br /> FIELD SPAGING: 12" O.G. NAILS $ STAPLES. 16d TOEN?.IL � 6" o.c. O <br /> TO TOP PLAT�S � � <br /> HOLDOWNS - INSTALL 51MP50N HOLDOWNS OR EQUIVALENT AT THE END O� SHEAR WALLS ZX STUD/Si-iEP.R V`lALL; �(� � <br /> NAIL PER PLf�NS; SEE � <br /> WHEN SHOWN ON DRAWIN6S. TO ATTAGH USE 2X OR 3X HF #2 GONSTRUGTION GRADES AS SHEP�R WALL SGI-fEDULE. <br /> SHEAR WALL BOUNDf�RY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. � <br /> �u a <br /> O��S�T (1�lT�i�lO� Z <br /> 2 S�-+��� Y�I�LL � <br /> L-I �O SG,4LE �' O <br /> � <br /> .O l, <br /> \J <br /> � <br /> � <br /> PLYWOOD ROO� <br /> S{-IE/�TF f I NG <br /> Zxa� aLo�iciu� ddte: OS-15-II <br /> TRUSSES PER 8d NAIL � 3" o.�. To permit: <br /> �L�`N 2X4 BLOGiGINC� <br /> revisions: <br /> 8d NftIL � 6" o.c. QQ-QQ-QQ <br /> TO TRU55 <br /> 2X6 �/-BR.4G� <br /> � 8'-O" o.c. <br /> (2) 2X TOF' <br /> PLLkTE <br /> (4) I d TO AI s drawn b MWJ <br /> �/-B AGE ?.LL <br /> �L �s chec�e by: <br /> 2X STUD/ SI-fEAR W�LL <br /> f'�R SGI-fEDUL� <br /> 'r''J' �"'f��� <br /> � <br /> 5���.� W�LL P��?�. TO Ti�USs � I <br /> L-I NO SG.4LE C�IT�� C�C�" ��1IE��TT <br /> ���l�'��� �'�� ����;i� <br />