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• _ __ � <br /> D I ONE HOUR PR�. MFG. <br /> � R�TED <br /> P�RTY TRUSSES ' <br /> „�:..:�-- ; <br /> W�LL � 24" O.G. _,. � :�_ <br /> �►j1 d• '��1� Cs <br /> D I c, �N� AS�� � <br /> ON� HOUR 10 S p'����� <br /> R/�TED <br /> P14RTY <br /> Y�I�.LL <br /> R-4G <br /> VJ <br /> � • <br /> � <br /> v� U � <br /> Lf4UNDRY R-Z I � <br /> � � <br /> M?.STER � g <br /> B�DROOM � � <br /> U � <br /> O ~ � � <br /> � x � � <br /> � � � <br /> � � . � <br /> � U � � � <br /> Gi��?.T F-+-1 � � � <br /> �OOM � � � <br /> � <br /> G��P.T 2X12 HF�*2 � ~ <br /> � <br /> ROOM �LOOR JO I STS � <br /> 8 <br /> � <br /> � N � <br /> W 4 <br /> � <br /> G?.RAG� � J ,� <br /> � � 0 <br /> � <br /> S�DROOM 0 � O dJ d� <br /> FOUR — T � O� (V <br /> I � �W�� <br /> J W �- _� <br /> W�WN <br /> I � W� <br /> — o u}, <br /> — � <br /> S�G T I O 'I�l � <br /> SEE G�NER�4L NOTES SG?�LE: I/4" = I'-O" <br /> 5���� J/�r�L.L SGi-��I7UL� � <br /> PLR �OI� IBG <br /> �ENER.4L 1�lOTES: <br /> SEE PLANS TO DETERMINE THE DIFFERENT DESI6NATORS FOR SHEAR WALL MATERIALS, � <br /> NAILING, ANGHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS GL05E AS POSSISLE TO THE END <br /> O� THE DESIGNAT�D iNALL. � <br /> ALL HOLDOWNS, ANGHOR SOLTS, 1NASHERS, d NRILS IN GONTAGT WITH P.T. WOOD TO SE <br /> 1-fOT DIPPED 6RLVANIZED. _ <br /> PI = ONE SIDE PLYWOOD � <br /> P2 = TWO 51DE5 PLYWOOD � <br /> 7/16" Nf�IL SPAGING TOP d BTM. A35 BLKG. 51LL OPTIONAL BASE HEM FIR#2 <br /> MARK pLq7� SIMPSON MASAP PLATE VALUE <br /> PLYWD. FDGES FIELD PLATES ANGHORS REC�'D. ANGHOR BOLTS ANGHORS NAILING (#/LF) PER PLFaN � <br /> PI-6" Sd 6" 12" 6" 18" O.G. 2x4 5/8" � 48" � 48" ff ENDS (2) Ibd � 10" 240 � <br /> PI-4" 8d 4" 12" 4" I6" O.G. 2x4 5/8" � 32" � 30" 8 ENDS (2) Ibd � �" 349 _ <br /> PI-3" ** Sd 3" 12" 3" 14" O.G. 3x4 5/8" � 24" � 24" 8 ENDS (2) 16d � 5" 450 2x TOP PLATE � <br /> PI-2" '"'" Sd 2" 12" 2" 12" O.G. 3x4 3/4" � 24° � 18" 8 ENDS ,;-' Nf�IL SI-iEATHING TO � <br /> �2� Ibd � �J° rJBrJ' HEADER • ' HEA�ER� �" O.G.H.W. <br /> EXTEND TO • • • • •• <br /> P2-6" "• 8d 6" 12" 6" 10" O.G. 3x4 5/8" � 24" N/A (2) 16d � 5" 480 �D WALLS . . . . . � <br /> P2-4" "' 8d 4" 12" 4" 8" O.G. 3x4 3/4" � 20" wA (3) I bd � 5" 700 � � <br /> (?J �x STUDS <br /> . � <br /> P2-3" •• Sd 3" 12" 3" 8" O.G. 3x4 3/4" � I6" N/A (4) Ibd � 5" q00 � <br /> P2-2" "" 8d 2" 12" 2" 8" O.G. 3x4 3/4" � 12" WA (4) I bd � 4" I Il0 'I I• � <br /> •I I• � <br /> •'NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATE�Z SHALL HAVE FRAMING '� �' �AIYNEGT PLYVVOOD L <br /> MEMSERS (STUDS d PLAT�S) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS �I W/bd NAILS m �° o.c. � <br /> • TO ALL STUDS,PLATES <br /> i'ER IBG 2012, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. s 1fEADERS SOTH SIDES <br /> •I I• APA Rft'TED Si-ITG. <br /> �I 46" MIN. 24/O EXA. I <br /> q e: 05-OI-IS <br /> I� permit: <br /> I. USE POWER-DRIV�N STEEL 5TUD5 f�ND NAILS BY HILTY OR RAMSET WHERE APPLIGABLE. ;I �"� STHDI4 VVOOD revisions: <br /> 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR �/ERTIGALLY. To coNcr�re <br /> GONNEGTORS OR <br /> 3. SOLID BLOGiG WITH JOIST UNDEf2 INTERIOft SHEAR WALLS. • �4U�� <br /> (3) #4 VERTIGALS �II II.I <br /> �� I - 3x PLATE OR 2-�X drawn b MWJ <br /> SHE,4R WALL NOTES #4 HORIZ. m •I NAIL SHHATHING — _� _� �— � � PLYWOOD ROO� <br /> 12" o.c. • TO EAGH PLATE � � � SHEATHING <br /> aia��� x io",4e � � �X4 SLOGKING G�'1P.G�GPi�.�7lJ. : <br /> 7/I6" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOGK ALL PANEL �^v 3^xs^xva�� TRUSSES PER 8d NAIL � 3" o.�. TO <br /> GONG. PLATE WASHER PLAN <br /> ED6E5. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED �/ERTIGALLY. NAIL � 12" O.G. TO ALL sr�M — 0 2x4 BLOGKING <br /> INTERMEDIATE STUDS. WHERE 3" Nf�IL SPAGING IS SPEUFIED AT PANEL EDGES, USE I-I/2" 8d w.4�� � STG48B3 �ER PL�NS ��--}��T <br /> SHORT NAILS OR 3X 5TUD5 WITH bd GOMMON NAILS. FOR 2" NAIL SPAGING, USE 3X STUDS Sd NAIL � 6" o.c. <br /> PLYWOOD SUB- 2X STUD/SI-IEAF2 W.4LL; TRUSSES OR TO TRUSS <br /> AND STA6GEF2 PANELS. WHERE PLYWOOD IS 2 51DE5 OF WALL, �OINTS TO FALL ON �� � / PLOOR NAIL PER PLfaNS; SEE I RAFT�i2S P�R <br /> SEPARATE STUDS ON EAGH SIDE. Sf�AR WALL SGi-f�DUL�. �L,q� � � <br /> FLOOR PLYWOOD - USE 8d GOMMON NAILS � 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. FLooR _IOIST �OTTOM PL.4TE Nf�ILING ROOF SHTC� - NAIL <br /> AT ALL PRN�L EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLE55 OTHERWISE SHOWN ON PLANS. / P�R PLAN PER SGI-+EDULE TO 2x I P�R SHEAR Y�IAL._L <br /> GONT. FOOTING RIM JOIST SGH�DULE <br /> FLOOR JOISTS - JOIST PARRALLEL TO PLOOR Of'ENINGS AND EXTERIOR WALLS SHf�L.L SE NAILING PER SI-FEfaR gd � 6" O.G. �� <br /> GR055 BLOGKED AT 48" O.G. � EDGES W/�4) IOd NAILS FOR THE FIRST BAY. / WALL SG+-FEDULE � ( O <br /> SIMPSON 2X6 V-BRAGE <br /> EL��/ATION VIEW HI GLIP 2X SLKG. W/ 16d � b'-O o.c. <br /> 3" x 3" x I/4" SQUARE WASHERS A�T ALL ANGHOR BOLTS. oUTSIDE OF <br /> G�4RfaG� GA�Z,4GE / JOISTS 2X RIM JOIST Oi? � 8" O.G. � V�NT <br /> DOOR SEAM, PEf? PLP.N. I-IOL�S (f21P BLK'G.) <br /> 7/�b" 05B OR PLYWDOD SHEAT++ING - STAPLE SGHEDULE DOUHL� 2X RIM AT +-IOLDDOWN <br /> ALLOWABLE SHERR VALUES WITH HEM FIR #2 51UD5 ' SIMPSON 1--OGATIONS I C2) 2X TOP <br /> / O�/ER1-FANG ff fil ANGHOR � PLAT� <br /> j/ H10.4 E�aGI-f JOIST �ASGIA 24" O.G. <br /> 2" I6 GA. STaPLES � 15 GA. STAPLES � 14 6A. STAPLES � i , ' TO WALL �OR UPLIFT i��SISTANGE (4) I d TO AI S <br /> 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. SI-+�ATHIh1G PER S++EAFL <br /> / �X STUD/SF+EfaR 1^lALL; I SG+-+�DULE �-B GE LL <br /> 2" O.G. - 360�/ft. 2-I/2" O.G. - 430�/ft. 3" O.G. - 390#/ft. INSIDE OF I NAIL P�R PLANs; SEE F'L ES <br /> 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. C�faRAG� SI-FE.4R WfaLL SG+-+EDULE. 2X STUD/ SHEAR WALL <br /> � 6" O.G. - 620#/ft. PLAN VIEW OP �x STUD WALL <br /> PER SGFiEDULE <br /> GONGFZETE STEM WALL I � 16" O.G. <br /> FIELD SPAGING: 12" O.G. NAILS d STAPLES. �XT�RI O `�Z G�.NTI L.���i��D I <br /> D-I L?.TEiZ?.L R�STR?.INT P?�NEL I D-� SH��� Y�I,��L <br /> HOLDOWNS - INSTALL SIMP50N HOLDOWNS OR EQUI�lALENT AT THE END OF SHEAR WALLS SE� GENERAL 1�lOTES 1V0 SGAL� �-a �-3 TYP. S+-IE?.RW?.LL TO ROO� <br /> WHEN SHOWN ON DRAWINGS. TO ATTAGH USE 2X OF2 3X HF #2 GONSTRUGTION 6RADE5 A5 �-Q \ No sG,�,L� D-4 5���� J/��LL i=�fi`�'. TO T�USS <br /> SHEAR WALL BOIJNDARY ELEMENTS. FiOLDOWNS ARE ONLY REQUIRED WHE�2E SHOWN ON PLANS. �� �-� GONN�GTION NO SG�aLE <br /> � - -- _ � � �-Q NO SG�LE (25' W I DE UN I T ONLY) <br /> — — � <br />