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<br /> Written dimen5lons on this draW�ng shall have precedance over
<br /> 5GG1IeCI dimenslons. GontacLPr ehall verify all dlmenslons, . �
<br /> condltions, etc., pertalning t� the work before proceeding.
<br /> The Owner m�st be notlfiad of any vartat(ons from the
<br /> dlmansfons and/or conditlon� shown on theSB draW(nc�s. Any � � �
<br /> 5UGP1 variatlon shall be resolved by the Owner prlor to �+�;,�;.;�-�••:��•���������
<br /> proceadfng wlth the work, or the Gontractor shall accapt "`�''
<br /> full responslbillty for the �ost to rectlfy same. "���� v°�fl��r�ST� i pxJ�'
<br /> ,/€ � �+������'��.' �.
<br /> /;t���,,��;J �� ��f
<br /> ���,�n�{��f ,3�����) {��r1,�3��
<br /> PER � � :5��1(�..� i `a^l:�iSNlt��(�)�'d
<br /> PLP�N '�
<br /> NAIL SHEATHIN6 TO �""�"`����ra��m�����a�
<br /> HEAD�R � 2" O.G. E.W.
<br /> MIN. 3"x 11.25" N�T n� � � �
<br /> HEADER, EXTEND TO I.I . . . •�• "51MPSON" L5TA24 STRf�P,
<br /> END WALLS I' I '_ _'I'I BAGK SIDE, El�. EDC�E
<br /> S��r�1� ��L� SG��17UL� �--_ —. .
<br /> 1�'R �OI� IDG (.I�•I (•�I� �ASTEN TOf� PLATE TO r/�
<br /> G�NERfaL NOT�S: �•� (•� HDR. 2 ROWS Ibd SINK�R vf
<br /> 5EE PLANS TO DETERMINE THE DIFFERENT DESI6NATORS FOR SHEAR WALL MATERIALS, • • • NAILS � 3�� O.G. *
<br /> NAILIN6,ANGHOR BOLTS,AND HOLDOWNS. LOGATE HOLDOWNS ft5 GLOSE A5 P05518LE TO THE END •I•I I•(• V
<br /> OF THE DESIGNATED WALL. �I�I I�I�
<br /> ALL HOLDOWNS,ANGHOR BOLTS,YJASHERS, 4 NAILS IN GONTAGT WITH P.T.WOOD TO BE .I� , EAGH ED6n� � U �
<br /> HOT DIPPED GALVANIZED. • .
<br /> PI = ONE 51DE PLYWOOD ��NEL �'�'��IGE �I� 'I'I I�I� X g
<br /> P2 = TVQO 51DE5 PLYWOOD N�EDED) SHP�LL ( I I.I. � �
<br /> OGGUR WITHIN z4" GOI�NEGT PLYWOOD � STUD
<br /> M�� NAILSPAGIN6 PLATE SIMPSONMPSAP PLATE �VALE#2 OF MID-HEIC�I--IT, 'I') I'I' W/ 8d N/�ILS � 2�� O.G. WALI.
<br /> 7/Ib" TOP � BTM. A35 BLKG.
<br /> PLYWD. EpGES FIELD PLATES ANGHOR.S REQ'D. ANGHOR HOLTS ANGi-IORS NAILING (�/LF) NP�I L 2X BLOGK I NG ,I.I I,I, TO ALL STUDS, PLAT�S =
<br /> PI-6" 8d 6" 12" 6" 18"O.G. 2x4 5/8° � 48" � 48° d ENDS (2J 16d � 10' 240 jN� ��� ��jd, - - � ���D�RS � � � �
<br /> . : : _� - � U ,�
<br /> SHE�THINC� EDC�ES — — ' •
<br /> PI-4" 8d 4" 12" 4" 16"O.G. 2x4 5/8" � 32" � 30" d ENDS (2) 16d ��" 349 � � APf� RATED SHT6. O
<br /> 8G� �T 2�� O.G. ,I,I I•I• _ 2X STUD/SFiEfaR 1^IALL; H �
<br /> PI-3" *• 8d 3" 12" 3" 14"O.G. 3x4 5/8" � 24" � 24" S ENDS �2) 16d �5" 450 •I'I I'I• 3/g MIN. 24/O �XP. I PLYWOOD SUB- NAIL PER F'LP�NS; SEE O � �
<br /> BOTH 51DE5 FLOOR SHEAR WALL SGF-fEDULE. � � �1
<br /> PI-2" •• 8d 2" 12" 2" 12"O.G. 3x4 3/4" � 24" � 18" 4 ENDS (2) Ibd �5" 5b5 . . ' � • � �
<br /> P2-6" "* 8d 6" 12" 6" 10"O.G. 3x4 5/b" � 24" WA (2) 16d �5" 480 I I I,I, FLOOR JOIST BOTTOM PLATE IVAILINC� �R� . FI N �
<br /> � � °SIMPSON�� P�IZ PLAN PER SGI-+EDULE TO 2X
<br /> P2-4" " 8d 4" 12" 4" 8"O.G. 3x4 3/4" � 20" WA (3) 16d �5" �00 •I•( I•I•
<br /> STHD14 WOOD RIM JOIST sT� CENTEROVER �
<br /> ' ' ' ' TO GOI�GRETE (3)IOd TOE NfhIL, � � � � c ) •
<br /> P2-3" *' 8d 3" 12" 3" 8"O.G. 3x4 3/4" � Ib" WA (4) Ibd �5" 900 �'I GONNEGTORS OR .�OIST TO TOP NAILING P�R SI-+E.4R � r M �
<br /> PLATE W�LL SGHEDUL� •
<br /> P2-2" ** 8d 2" 12" 2" 8"O.G. 3x4 3/4" � 12" N/A (4) Ibd � 4" 1170 � � I� 1 �QU�1-- ' � O
<br /> �II•I I�)� �3� 2x PLATES (I PLAT� � � � � �
<br /> **NOTE� WAl_L5 WITH UNIT SHEAR OF 350#/ft.OR GREATER SHALL HAVE fRAMING PLUS 2 BLK. B�TWEEN STUDS)
<br /> MEMBERS(STUDS 8 1'LRTES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS 2X BLOGK � J
<br /> PER IBG 2012,TABLE 2306.3.1.3X FRAMING WILL BE NOTED ON PLAN. II L�' ' NAIL SHEATHINC� TO � � �
<br /> �I;�._, EAGH PLATE COORDINATE STUD
<br /> 16d TOENAIL � 6" o.c. Cf��E W/U.�. .�N.STfZIK'i��TO f��1C�E��H � �
<br /> I. U5E POWER-DRI�/EN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. TO TOP f'LATES BE THE SAME AS SHEARWALL ABOVE
<br /> 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTIGALLY. I 3/4��Q> X I'rJ�� A.B. B�-O� /�Q�
<br /> 3. SOLID BLOGK WITH J015T UNDER INTERIOR SHEAR WALLS. GONG. SL/-�B � -j" MIN. EMBED. 2x sTun�s�+�P.R ���; M�(, �
<br /> SHE,�R WALL NOTES W/ 3"X3"XI/4" NAIL P�R PL,hI�IS; se�
<br /> 51-fEAR 1NALL SGI-IEDUL�.
<br /> PL,4TE WASHER
<br /> GONT. �OOTING
<br /> �/I6"OSB OR PLYWOOD SF+EATHIN6 -U5E 8d GOMMON OR 6RLVANIZED NAILS. BLOGK ALL PANEL HOLDOWN
<br /> EDGES. LON6 DIMEN510N5 OP PLYWOOD MAY BE INSTALLED VERTIGALLY.NAIL� 12" O.G.TO ALL �I PER PLAN
<br /> INTERMEDIP�TE STi1D5. WHERE 3"NAIL SPAGIN6 15 SPEGIFIED AT PANEL EDGES,U5E I-I/2� 8d Lf�T�R�4L RE5TR�41NT PANEL 0����T I I�lT��I O� r�,
<br /> 5HOF2T NAILS OR 3X STi1D5 WITH 8d GOMMON NAILS. FOR 2"NAIL SPAGIN6,U5E 3X SlUDS G r+��E ��+H�u� v
<br /> AND STA66ER PANELS. WHERE PLYWOOD IS 2 51DE5 O�YJALL, JDINTS TO FALL ON I I RG R602.10.6.2 � ✓���� ���� W�. � \
<br /> SEPARATE STUDS ON EAGH 51DE. HOLDOWN
<br /> FLOOR PLYWOOD-USE 8d GOMMON NAILS� 10"O.G.AT INTERMEDIATE SUPPORTS,6"O.G. L—I L—I �O SG�L� PER PLAN ^ r
<br /> AT ALL PANEL EDGES AND 4"O.G.AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLANS. NO SGAL� $t SCHEDULE � Cn �
<br /> PLOOR Jo15T5 -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTEF21oR WALLS SHALL BE • � � � �
<br /> GROSS BLOGKED AT 48"O.G.� ED6E5 YV/(4) IOd NAILS FOR THE FIRST BAY. �d °a
<br /> 3"x 3" x I/4"5C2UARE YVASHERS AT ALL ANGHOR HOLTS. \�/���/\�� �� O O � Q m
<br /> �/I6"05B OR PLYY�100D 5NE?.THING-STAPLE SGHEDULE �i%��/� g� (v Q
<br /> ALLOWABLE SHEAR VALUES WITH HEM FIR#2 5TUD5 ��� �
<br /> ' � � � � r \ ���
<br /> 2" I6 GA.STAPLES� 15 6A.STAPLES� 14 6A.STAPLES� � �/�%/�\/�% v � O 6 �
<br /> 3"O.G.-280 #/ft. 4"O.G.-280�/Ft. 4" O.G.-303�/ft. .o .. � �# I
<br /> 2"O.G.-360#/ft. 2-I/2"O.G.-430�/ft. 3"O.G. -390#/ft. •� �W��
<br /> 4"O.G.AND IOd NAILS 2" O.G.-504#/ft. � ' o �
<br /> � 6"O.G.-620#/ft. IOd 0 4" o.c. - ROOF IOd � 4" o.c. - ROOF � . . L �{-
<br /> SH�ATHING TO TOP SHEATHIhIG TO TOP g o ' ' � o �
<br /> FIELD SPAGIN6: 12"O.G.NAILS d STAPLES. G}-IORD TRUSS. Gi-IORD TRUSS. ' � � w���
<br /> TRU O�/
<br /> PLYWOOD Roo� S.W. TO i--IA�lE PLYWOOD ROOF SECTION VIEW ELEVATION VIEW � � ��
<br /> HOLDOWNS- INSTALL 51MP5oN HOLDOWNS OR EG2UI�lALENT AT THE END OF SHEAR Wfit_L5 5i-IE/-�THIh1G BLOGKING AT Si-VEATI-+ING ^r �
<br /> WHEN SHOWN ON DRAWIN65. TO ATT'AGH USE 2X OR 3X HF#2 GONSTRUGTION 6RADE5 A5 16" O.G. � l� �
<br /> SHEAR WALL BOUNDARY ELEMENTS. HOLDOYYNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. '1V O �
<br /> x HOLDOWNS WITH CRIPPLE WALLS � N
<br /> TRUSS�S TRUSSES �( 'IIr='I�-O� �
<br /> PER PLAN P�R PLAN
<br /> 2X NAILER - ��� CO��$�DI�a
<br /> N?.IL TO BOTTOM `grn�
<br /> GI-tORD W/ 16d �3� GONTINUE
<br /> � 6" o.c. GLIPS SHEAR WALL $'(HDB M$T�'i�O
<br /> �/4" i�LYWOOD � 24" TO ROO�
<br /> o.c. 3THD10 MSTC52
<br /> ___ _. � �
<br /> STHD14 M3TC86 ,(� �
<br /> Z ROWS 16d 11,
<br /> N�ILS � 6" o.c. 16d � 4" o.c. �
<br /> F'LYWOOD TO 1�LYY`IOOD TO �
<br /> TOP PLAT� NAIL�R �
<br /> � � �
<br /> SI-IE�R YJ�LL SI-+E?.R Wf�LL ' �
<br /> PER F'�R O �
<br /> SGi-fEDULE SGI-I�DUL�
<br /> � m �'I ' �
<br /> 3 SH�?.i� W?.LL P?.R?.LL�L TO TRUSS — U-!
<br /> L_� NO SG�4L� i- N
<br /> � � i�
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<br /> date: Oz-28-14
<br /> permit:
<br /> revisions:
<br /> drawn by: MwJ
<br /> , che��ced by:
<br /> �}--���T
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