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��rr��� <br /> -� <br /> ' ����� T 1�i�i� �����Vi�� I'-4 V2�� F . ;� t �' �, <br /> a ' � x <br /> ..�\�_.,1.� <br /> 1� 'L'R �00� ISG . r ` , <br /> . b '�`.;, ;�e?r::,_�'- ,.�- : <br /> ,� '� � <br /> � F <br /> GENER,4L NOTES: <br /> $ <br /> 2x TOP PLATE <br /> SEE PLANS TO DETERMINE THE DIFFERENT DE5IGNATORS FOR SHEAR WALL MATERIALS, �, �:.�':r " ~ ,.+: <br /> NAIL SFiEATHING TO � '� �:-,-•� '�•+'S"=✓'���1.,�C�; <br /> NAILING, ANGHOR 80LT5, AND HOLDOWNS. LOGATE HOLDOWNS AS GLOSE AS P0551BLE TO THE END Hea.Derz • • �,e,De� � 2^ o.c. �.w. �r;i F �:��,:.:.. : <br /> OF THE DESIGNATED WALL. exr�ND -ro . . . . . ",f::'rf:;"�t��`J�S <br /> END WALLS , _ . ��Mq._,4����� <br /> ALL HOLDOWNS, ANGHOR BOLTS, WA5HER5, ff N�ILS IN GONTAGT WITH P.T. WOOD TO BE '-' + <br /> HOT DIPPED GALVANIZED. 3x s-ruos orz C�) 2x <br /> \ <br /> PI = ONE SIDE PLYWOOD � - <br /> P2 = TWO SIDES PLYWOOD •I I• `\`_�-.-� <br /> .� �. <br /> NAIL SPAGING 51LL BASE HEM FIR #2 I�-" ---- <br /> MARK �/I'a" TOP 4 BTM. A35 BLKG. pL�� pLP�TE VALUE '� �� GONNEGT PLYWOO� V 1 <br /> PLYIND. EDGES FIELD PLATES ANGHORS REQ'D. ,q�yGHOR BOLTS NAILING (#/LP) .� ro A�5'TUDS,PLFtI"�S BOTH 51DE5 J <br /> . • 6 HEADERS <br /> PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" � 48" (2) Ibd � 10" 240 '� �' APft RATED SFiTG. � <br /> PI-4" 8d 4" 12" 4" I6" O.G. 2x4 5/8" � 32" (2) Ibd � �" 349 �� �s�� MIN. 24/O EXP. 1 r <br /> � � STtiDl4 WOOD <br /> PI-3" "* 8d 3" 12" 3" 14" O.G. 3x4 5/8" � 29-" (2) Ibd � 5" 450 '� II• TO GONGRETH � � �+ <br /> GONNEGTORS OR � <br /> • EQUAL r-�� P <br /> PI-2" ""� 8d 2° 12" 2" 12" O.G. 3x4 3/4" � 24" (2) Ibd � 5" 585 (�J #4 �/ERTIGALS (:�I �.� F�+�1 <br /> I - 3x PLATE ° <br /> I,I , NP.IL SFIEfiTHING � ' <br /> P2-6" '�* 8d 6" 12" 6" 10" O.G. 3x4 5/8" � 24° (2) Ibd � 5" 4FJO �4 HORIZ. � TO EP.GH PLATE + � <br /> I��� O.G. <br /> P2-4" *'� 8d 4' 12" 4" 8" O.G. 3x4 3/4" � 20" (3) Ibd � 5" -IOO 3/4^�x �o��s..s. �a� � <br /> ' W/ 3'X3"XI/4" n <br /> P2-3" ** 8d 3" 12" 3" 8" O.G. 3x4 3/4" � I6" (4) Ibd � 5" �IOO S�M• I� PLATE N1A5HER O U � v <br /> P2-2" '�* 8d 2" 12" 2" 8" O.G. 3x4 3/4" � 12" (4) Ibd � 4" II�IO �LL � � � `� � � � <br /> ��� O � � .� <br /> **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR 6REAT�R SHALL HAVE FRAMING � � I`� uj <br /> MEMBERS (STUDS 8 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS � N � <br /> P�R IBG 2DOG, TABLE 2306.3.1. 3X �RAMING WILL BE NOTED ON f'LAN. ��.1 <br /> GONT. FOOTING � e+a <br /> � � � m � <br /> ELE�/ATION �(IElN � t� � <br /> I. USE POWER-DRIV�N STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. ouTSID� oF � � � � � <br /> 2. PLYWOOD MAY BE INSTf�LLED EITHER HORIZONTALLY OR VERTIGALLY. GARP,GE G�`Ra�� <br /> 3. 50LID BLOGK WITH JOIST UNDER INTERIOR SHEAR WALLS. noorz ' � � <br /> v� <br /> .�r'°9 <br /> SHEAR WALL NOT�S = rj <br /> �-� � <br /> �/16" OSB OR PLYWOOD SHEATHIN6 - USE 8d GOMMON OR GALVANIZED NAILS. BLOGK ALL PANEL Irtsir�� o� — r`�., <br /> EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTf�LLED VERTIGALLY. NAIL � 12" O.G. TO ALL G�R�G� <br /> INTERM�DIATE 5TUD9. WHERE 3" NAIL SPAGING 15 SPEUFIED AT PANEL EDGES, U5E I-I/2" 8d PLAN �/IEW oP <br /> SHORT NAILS OR 3X 5TUD5 WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGIN6, USE 3X 5TUD5 GOh1GRETE ST�M W�.LL <br /> AND 5TA66ER PANELS. WHERE �'LYWOOD IS 2 SIDES OP WALL, JOINTS TO PALL ON <br /> SEPARATE 5TUD5 ON EAGH 51DE. <br /> FLOOR PLYWOOD - USE 8d GOMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPOi?TS, 6" O.G. � L�.T�R�.L R�ST��.I NT P?.N�L <br /> AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLE55 OTHERWISE SHOWN ON PLANS. L-I SEE 6�IVERAL NOTES NO SGAL� +� <br /> FLOOR J015T5 - J015T PARRALLEL TO FLOOR OPENINGS AND EXTERIOR YVALLS SHf�LL BE V, <br /> GROSS BLOGKED AT 48" O.G. � EDGES W/ (4) IOd NAILS FOR THE FiRST BAY. � <br /> 3" x 3" x I/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. � <br /> 7/I6" OSB OR PLYWOOD SHEATHIN6 - STAPLE SGHEDULE 2X STUD/SI--fEAR WL�LL; � <br /> ALLOINABLE SHEAR VALU�S WITH HEM FIR #2 STUDS PLYWOOD SUB- NAIL P�R PLANS; sE� � <br /> FLOOR gROGKING Si-fEAR Y`IALL SGF-fEDULE. � <br /> 2" I6 GA. STAPLES � 15 GA. STAPLES � 14 C�A. STAPLES � FLOOR TRUSS SOTTOM PLATE NAILING <br /> 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. P�R PLAN P�R SGHEDULE � � <br /> 2" O,G. - 360#/ ft. 2-I/2" O.G. - 430#/ft. 3" O.G. - 390#/ft. <br /> 4" O.G. AND I Od NAI LS 2" O.G. - 504#/Ft. Hs�.�L�NG P�u s�-+�,tarz � � <br /> � 6" O.G. - 620#/ft. WALL SGHEDUL� <br /> S I MPSO N /� <br /> PIELD SPAGING: 12" O.G. NAILS d STAPLES. HI GLIP 4x BLOGK � PLooR � � <br /> T�2USS RIM TO ALLOW <br /> FOR i-IOLD-DOWiV PER PLAhI � <br /> HOLDOWNS - INSTALL 51MPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS � <br /> WH�N SHOWN ON DRAWINGS. TO ATTAGH USE 2X OR 3X HP #2 GONSTRUGTION GR,4DE5 AS � � <br /> SHFAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WH�RE SHOWN ON PLANS. <br /> 2X STUD/SHEAR W?.LL; � <br /> NP.IL PER PLANS; SEE � <br /> S+-+EAR WALL SGI-+EDULE. <br /> � <br /> �XT�RIO� G�.i�ITI ����i��D � <br /> � Si�-+��i� Y�1�.L� �' 0 <br /> � <br /> L-I NO SG�LE � � <br /> � <br /> � <br /> dGlte: C>�i-04-12 <br /> IOd � 4" o.c. - ROOP IOd � 4" o.c. - ROO� <br /> Sf-fEATI-+I NG TO TOP SHEATI-f I NG TO TOP p E!r m I t: <br /> GI-fORD TRUSS. GI-fORD TRUSS. <br /> TRUSS OVER rc-.visions: <br /> PLYWOOD fZ00� S.W. TO HA�/E PLYI^100� ROOF 00-00-OC7 <br /> SH�faTHING BLOGKING AT SH�?.TI-iINC� <br /> 16" O.G. <br /> i <br /> TRUSSES TRUSSES <br /> P�i? PLAN PER PLfaN <br /> ZX NP�IL�R - <br /> NAIL TO BOTTOM <br /> GI-fORD W/ 16d ��5 GONTIIVUE <br /> � 6" o.�. GLIPS SH�AR WP.LL <br /> 3/4" PLYWOOD � 24'�� TO ROO� <br /> O.G. <br /> _ ._ . _ <br /> _ dre;�wr� � r-il�1J <br /> �he�k.�: 'r.�t�: <br /> 2 ROWS 16d 16d � 4" o.�. <br /> ' Nf�ILS � 6" o.�. PLYWOOD TO <br /> PLYWOOD TO Ns}.I LER cJ���-r- <br /> TOP PLfhTE <br /> Sf-iE.4R WALL SI-tEl�R 1^l,4LL <br /> P�R PER � � <br /> SGI-IEDULE SGI-+EDULE <br /> g Si-f�?.R W.a.LL P?.R?.LLEL TO TRUSS <br /> NO SGALE <br /> �-I ��;�T'�',�� �`������` <br /> ���i�1fi��� r�r� �'�'r��J�l� <br />