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�t�-��r�fi? ��L1... SG�-t�i�UL.� � <br /> PLR 2003 I SG . <br /> GEN�RAL NOTES: <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESIGN�TORS FOR SHEAR WALL MATERIALS, <br /> NAILING, ANGHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS GLOSE AS P0551BLE TO THE END � <br /> OF TI-iE DE51 GNf�TED WALL. ± <br /> ALL HOLDOWNS, ANGHOR 80LT5, WASHERS, � NAILS IN GONTAGT WITH P.T. WOOD TO BE <br /> HOT DIPT'ED 6AL�/ANIZED. <br /> PI = ONE SIDE PLYWOOD <br /> P2 = TWO SIDES PLYWOOD <br /> NAIL SPAGING SILL BASE HEM FIR #2 <br /> MAWC �/I6" TOP d BTM. A35 BLKG. PLATE PLATE VALUE , <br /> PLYWD. EDGES PIELD PLATES ANGHORS REQb. ANGHOR BOLTS NAILING (#/LP) Z4 ' <br /> ;,. <br /> PI-6" Sd 6° 12° 6" 18" O.G. 2x4 5/S° � 48" (2) Ibd � 10" 240 � � <br /> PI-4" 8d 4" 12° 4° I6" O.G. 2x4 5/8° � �2" (2) Ibd � l" 350 � ' <br /> �x roP P�re <br /> PI-3" '�"� 8d 3° 12° 3" 14" O.G. 3x4 5/8" � 24" (2) 16d � 5" 450 '-' r.i,ai� s�a,rffiN� ro <br /> � � µEADER. • ' h+EADER O 3" O.G. B.W. � . � <br /> PI-2" '�'� 8d 20 �2�� 2�� 12" O.G. 3x4 3/4" � 24" (2) Ibd � 5" 585 em�r� ro . . . . .. <br /> . . ETID WALLS. . . . . . . . . _ . <br /> _�.3� 4 .�.z, .._.�.,..�... - <br /> . .. . . � . . ' �' : . <br /> P2-6" *'� 8d 6° 12�� 6�� 10'� O.G. 3x4 S/8° �' 24° (2) Ibd � 5" 480 L . � -3 ' ;`'' : ' <br /> . � sX s-runs ? �J: . ��;: ,�!;�' � <br /> P2-4" *" 8d 4" 12" 4° 8" O.G. 3x4 3/4" � ZO° (3) Ibd � 5" 700 � <br /> r R � 1 <br /> P2-3" ** 8d 3° 12" 3" 8" O.G. 3x4 3/4" � 16° (4) Ibd � 5" GOO •I I• '� ' ° <br /> .,�i".i::;;- :yr p�f.'' t,��..t: <br /> P2-2" '�'" 8d 2" 12" 2" 8" O.G. 3x4 3/4" � 12" (4) Ibd � 4" I170 �I I• P�-4° - � _ J.�:e<...,._ . . <br /> ...�s.eFiY)�y <br /> O �6"! <br /> S <br /> . •I � . . Y �'"V� �Jr is3. ,i�� f <br /> ' et <br /> . . ' � Z � to�.:-x,.+'..:.�.:�.�.,�-'r.. � ... <br /> '�*NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OFZ GREATER 51-fALL HAVE FRAMING •( I• � u. � <br /> MEMBERS (STUDS 8 PLATES) ABUTTING PANELS uOT LE55 THAt�I 3X MEMS�RS •I I• 0 - <br /> APA f2ATED 5#-fTG. � � <br /> PER IBG 2003, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. .I ��� MIN. 24/O EXP. I � . <br /> .I � , <br /> STHDI4 N{OOD � <br /> � TO GONGRHTE a . . <br /> I. USE POWER-DRIVEN STEEL STUDS AND NAILS SY HILTY OR RAMSET WHERE APPLIGABLE. I GONNEGTORS OR � <br /> ecaua,� <br /> 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR �lERTIGALLY. C3� #4 V�i2TIGALS :�I I�: 0 � N <br /> 2 - 3x PLA"fES <br /> 3. SOLID BLOGK WITH JOIST UNDER INTERIOR SHEAR WALLS. #4 r�o�iz. � •I NAIL SHEATt+ING 6 N m dJ # N t' . <br /> �2�� o.c. TO HP.GH PL,4TE m O r�- 6 O r-u� - <br /> 3/4° X 10°A.B. <br /> cp—� t�1 O <br /> SHEA�R WALL NOTES �����x�b�� ���cv °�—,(� � <br /> GONG. PLATE Wt4Sh-FER � � S � (V � w� - . <br /> 7/I 6" O S B O R P L Y W O O D S H E A T H I N G - U S E 8 d G O M M O N O R G A L�l A N I Z�D N A I L S. B L O G K A L L P A t�l E L '�'� O P L Y V�l O O D S U S- Q�(V� ��� <br /> �� PLOOR 2X STUD/SI-IEfai? 1NALL; 2X STUD/SH�.4R Y�,4LL; � � <br /> EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTf�LL�D �/ERTIGALLY. NAIL � 12 O.G. TO ALL dJ dJ i j �0��j <br /> NP.IL PEFZ PL.4N5; SEE PLYWOOD SUB- NAIL PER PLP.IVS; SEE <br /> INTERMEDIATE SlUDS. WHERE 3° NAIL SPAGING 15 SPEGI�IED AT PAN�L ED6�5, USE I-I/2" 8d PLooR JOIST SHEAR WALL SGH�DUL�. FLOOR SH�p.R Y�1ALL SGHEDUL�. 11J�'�N s��O <br /> SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS ��� �L--�N 80TTOM I�LATE 1VAILINC� Z � � Z-a�m� <br /> AND STAGG�R PANELS. YVi-+ER� PLYWOOD IS 2 51DE5 OF WALL, JOINTS TO FALL ON �Loou JoisT BOTTOM PLATE NAILING � (V�- `- <br /> PER SGI-I�DULE TO ZX p�� pL{�� PER SG}-I�DUL� TO 2X �—� X ��lI� X <br /> SEPARATE STUDS ON EAGH SIDE. coNT. FooriN� RIM JOIST �RIM JOIST '���'' � � 6� � <br /> FLOOR PLYWOOD - USE 8d GOMMON NAILS � 10" O.G. AT INTEfZMEDIATE SUPPORTS, 6" O.G. NAILING P�R Si-fE.4R �-NAILING P�R Si-i�f�R �O Y IL � 1L � <br /> AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. � W?�LL SGHEDUL� = Q <br /> EL�/ATIOIV �lIEW C�JIOd TOE1V.41L, <br /> FLOOR �OISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SNALL BE OUTSID� OF V`lfkLL SGI-I�DUL� JOIST To TOP • <br /> GROSS BLOGKED AT 48" O.G. � EDG�S W/ (4) IOd NAILS �OR THE �IRST BAY. GA�G� GfaR?.G� PLATE �-zX RIM JOIST oR <br /> DOOR �X BLOGK SEf�M, PER PL�eN. <br /> 2" x 2" x 3/I6" SQUARE WASHERS AT ALL P�NGHOR BOLTS. 16d TOENf�IL � 6" o.c. <br /> 16d TOENfaIL � 6" o.c. TO TOP PLAT�S U� • <br /> �f/I6" OSB OR PLYWOOD SI-{EATHING - STAPLE SGHEDULE = To TOP PLAT�S z Z . . <br /> ALLOWABLE SHEAR VALUES WITH H�M �IR #2 STUDS <br /> 2X STUD/SHEAR YVP.LL; ZX STUD/51-fE�R WALL; O � <br /> INSIDE OF N.41L P�R F'LANS; 5�� Nf�IL P�R F'LP�NS; S�E � o�j a <br /> 2" I6 GA. STAPLES � 15 GA. STflPLES � 14 GA. STAPLES � G��G� SI-fEf�R WALL SGI-fEDUL�. Si-fE�f? WALL SGI-fEDULE. � A <br /> 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. PLP�N VIEW OP � � <br /> 2" O.G. - 360#/ ft. 2-V2" O.G. - 430#/ft. 3" O.G. - 390#/ft. GONGR�TE STEM YVALL <br /> ���6" O.G.�6�0/fAILS 2" O.G. - 504#/ft. D����T � �T��� 0� �X-r��� �� Z <br /> I L?.T�R�L R�STR�INT P�.N�L � I � S}--��,�� j/��j_J„_., • <br /> FIELD SPAGIN6: 12" O.G. NAILS � STAPLES. L-I SEE 6EN�RAL NOTES NO SG,4LE L_� 5���� ���L L-I ''' <br /> NO SG?�LE NO SG?.LE . <br /> HOLDOWNS - INSTALL SIMP50N HOLDOWNS OR EG2UIVALENT AT TH� �1�1D O� SHEAR WALLS - <br /> WtiEN SHOWN ON D1?AWINGS. TO ATTAGH USE 2X Of2 3X H� #2 GONSTRUGTION GRADES AS <br /> SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WH�RE SHOWN ON f'LANS. <br /> 1 � • <br /> I � V ^ <br /> � � � � <br /> � � �u � � . <br /> i� �- � � � � <br /> � � � z � � . <br /> � � � � � � <br /> i� � �- � � 0 . <br /> � 0 � n � <br /> � � � � . <br /> _ � � z � � <br /> 0 �- � 0 } <br /> � z � .� Om �u . <br /> � - . � <br /> � � �- � � <br /> � � .. � � � � � <br /> � � � �' � � � <br /> GUARDRAIL 36" I-+IC� MiN. � r(� Q� � O ' <br /> RAILS SFiALL NOT AL OW U I '� <br /> PASSAG� OF fa SPf-1E 0 ' <br /> 4 INGH�S OFZ MORE IN <br /> DIAM�TER - GONSULT L <br /> OWN�R POR STYL� APl iL � <br /> INSTALL PEfiZ M�G. SPEG , <br /> siDiK� �e�z dCltO: OG-IS-Oa ^ <br /> ���N ZX8 GED.�.R <br /> .� o � s+�ea.TH�r�� permit: <br /> T- P o - revisions: <br /> ioa � 4" o.c. - �zoo� � � s � �- �X6 GED�R 08-14-08 <br /> SHEATHIhIG TO TOP G L D E�GI-f 51DE <br /> Gi-fOFZD TFZUSS. � <br /> TRUSS OV�R 8 O O ID INTERIOiZ 1^l.4LL <br /> S.W. TO +-+/��/E PLYWOOD ROOP � y� � L � G S ��� �LAM 3X✓ GEDf�R <br /> BLOGiGING AT SHEATi-fING <br /> 16" O.G. - I� .T LE C� <br /> TRUSSES OR �O " �L � L 6" M�T.hL FLASFfING +;• <br /> R.4PTEF25 P�f2 m = . <br /> ,� <br /> P'LftN <br /> TRUSSES G ._I S F' A PLOOR SYSTEM • <br /> ER Sf-fEfi.fZ WALLIL PER i�LAN — — - z <br /> F'ER PLAN <br /> SGHEDUL� <br /> 8d � 6" O.G. SLOPE � . <br /> ZX BL1GE�. 1^I/ 16d GL PS �ONTINU� � � � <br /> HOL��RIP BLK'G.) TO�ROOP LL m 2X6 GEDf�R <br /> � 24" M�TAL DI�IP I <br /> O.G. EDGE drawn � : <br /> E�GH SIDE G{'iP.GkP� bt�: <br /> O\/�RI-fANG ff t-f3 ANGI-fOR � � <br /> FfhSGIA 48" o.c. 2x6 8X8 POST BEYOND <br /> zxio <br /> SHEf'aTH I NG P�R SHEAR BLOGKI NG ����T <br /> SGI-{�DUL� 2X1� G�DftR R-�O INSULATION <br /> BEAM PER PLAN �- ° <br /> :�, <br /> 2X STUD LVALL <br /> FLOOR _lOIST r''ER PLP.h! <br /> � 16" O-G• SHEAR WALL NISTP.L�LED2PER MPGASF'EGS ( <br /> ,'x . <br /> �'�R C2) �" x SOLTS � , <br /> SGI fEDULE � EfaGH POST <br /> 4 TYP. Sf-fE�.RW?.LL TO ROOF S <br /> SI-+E�.R W?,LL P?�R?.LL�L TO TRUSS . <br /> L-I GONN�GTION NO SG.4LE L-I 6 TY�I G!"'�� i��G� O Y �I� � I Y I �G l�f��l� , �XT�i�I OfiZ �#��11�R�I L i>�T�I L. <br /> NO SG.hLE ^ <br /> 1-�� SG?�LE: N.T.S. L-� SG?.L�: N.T.S. <br /> �/IGTORI?�N <br /> SU I LDERS <br /> ?�,gr4 Nl^t GONSTRI.JGTION . <br /> �96q STONE6f+.T� <br /> �..���� i �� ��1���i�'.�� ^ <br /> ►lc�l7tC.�'�rl�a�."_�1 �ti..Jf1 J"':.11lY7��� <br />