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WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMEN510N5. <br /> GONTRAGTOR SHALL VEi21FY ALL DIMENSIONS,GONDITIONS,ETG. PERTAININ6 TO THE WORK <br /> BEFORE PROGEEDIN6. TfiE OWNER MUST BE NOTI�IED O�ANY�/ARIATIONS FROM THE <br /> DIMEN510N5 AND/OR GONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH VARIATION SHALL BE <br /> RESOLVED SY THE OWNER PRIOR TO PROGEEDING WiTH THE WORK, OR THE GONTRAGTOI?SHALL 7�']� ���M-�����,I�L'_y�# <br /> AGGEPT FULL RESPON5IBILITY FOR THE GOST TO REGTIFY SAME. [� <br /> . f- {1✓7 5::�• ., <br /> /� � <br /> 5��,4t� W�LL SG�t�nUL� �% <br /> PER IBG �OIS vA,�� o-►-oe-ie A�i�C .A4��3�fI;fJ� <br /> STAT�fl�W.f��sil�dC:1'Q� <br /> SEE PLANS TO DETERMINE THE DIF�ERENT DESIGNATORS FOR SHEAR WALL MATEIZIALS, �; <br /> NAILIN6,ANGHOR�OLTS,AND HOLDOWNS. LOGATE HOLDOWNS AS GL05E AS P0551BLE TO TFf�END <br /> OF TFfE DESIGN,4TED WALL. <br /> ALL HOLDOWNS, ANGHOR BOLTS,YVASHERS, d NAILS IN GONTAGT WITH P.T. WOOD TO BE <br /> HOT DIPPED 6ALVANIZED. <br /> PI = ONE SIDE PLYWOOD <br /> P2 = TWO SIDES PLYWOOD <br /> "T/I6" NAIL SPAGING TOP � BTM�BLKG. �I SILL 8A5E HF�2 D�#2 <br /> MARK PLYWD. PLATE� PLATE VALUE VALUE r <br /> EDGES FIELD PLATES I REQ'D. �� ANGHOR BOLTS NAILING (�/LF) !�/LP) � <br /> r <br /> � <br /> -- I .— _ 00 <br /> ---— <br /> PI-6" 8d b" 12" b" � 2x4 5/8" � 48° (2) Ibd � 10" 223 255 �� � <br /> � <br /> PI-4" Sd 4" 12" 4" 2x4 5/8° � 32" (2) Ibd �T' 325 3q5 � r^ N� <br /> � V J � <br /> PI-3" *' 8d 3" 12" 3" 3x4 5/8" � 24" (2) Ibd �5" 418 505 M <br /> � M <br /> PI-2" '* Sd 2" 12° 2" 3x4 3/4" � 24" (2) Ibd �5" 544 670 � o <br /> � <br /> - � <br /> P2-6" "' 8d b" 12" b" 3x4 5/S" � 24" (�) Ibd �5" 446 510 � <br /> ---- <br /> P2-4" •' 8d 4" 12" 4" 3x4 3/4" � 20" (�) Ibd �5" 650 lG0 � � Q <br /> W U <br /> P2-3" •* 8d 3" 12" 3" I 3x4 3/4" � Ib" (4) Ibd �5" 836 1010 v; <br /> ^ �, <br /> P2-2" '• Sd 2" 12" 2" i 3x4 I 3/4" � 12" (4J Ibd �4" 1088 II70 O Q � <br /> � <br /> *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft.OR 6REATER SHALL HAVE FRAMIN6 MEM8ER5(STUDS S PLATES) r^ � � <br /> v .� <br /> ABIJTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBG 2015 TABLE 2306.3) OR , <br /> DOUBLE 2x(PER IBG 2015- SEGTION 2306.3 footnote I). 3X FRAMIN6 WILL BE NOTED ON PLAN. �� �i � � <br /> MUDSILL DO NOT NEED TO BE 3X MATERIftL .�JST STUDS AND PLATES ON ADJOINING PANEL ED6E5 � � � <br /> *'�NOTE: HEM-FIR VALUES HAVE BEEN AD�ISTED AGGORING TO IBG TABLE 2306.3 Footnote a.(3) � � <br /> SPEU�IG 6RAVITY AD�USTMENT FAGTOR = [I-(0.5-56)];56 FOR HEM-PIR = .43 PER AFdPA; [I-(O.5-.43)] _ .43 � Z <br /> U W <br /> I. U5E POV�R-DRIVEN STEEL STtIDS-FtND NAILS BY I-IIL7'f OR RAMSET WHERE APPLIGABLE. � � <br /> 2. PLYYJOOD MAY BE INSTALLED EITHER+iORIZONT,4LLY OR VERTIGALLY. � z <br /> 3. SOLID BLOGK WITH JOIST UNDER INTERIOR SHEAR WALLS. <br /> 5HE,4R WALL NOTES �� � <br /> -- - � � � <br /> l/Ib" OSB OR PLYWOOD SHEATHIN6 -USE 8d GOMMON OR GALVANIZED NAILS. BLOGK ALL PANEL � <br /> ED6E5. LON6 DIMENSIONS OP PLYWOOD MAY BE INSTALLED VERTIGALLY.NAIL� 12" O.G.TO ALL ,� <br /> INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING IS SPEUFIED AT PANEL ED6E5,USE I-I/2" 8d ch <br /> O <br /> ORT S O X TUDS WITH IOd GOMMON NAILS. FOR 2" NAIL SPAGIN6,U5E 3X SlUDS � <br /> ND ST 6GER P L5. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON <br /> � <br /> SEPRRATE STUDS ON EAGH SIDE. <br /> �LOOR PLYWOOD- USE Bd GOMMON NAILS� 10" O.G. AT INTERMEDIATE SUPPORTS,6"O.G. <br /> AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS,UNLESS OTHERWISE SHOWN ON PLRNS. <br /> FLOOi2�015T5 -JOIST PARRALLEL TO �LOOR OPENINGS AND EXTEi210R WALLS SFfALL BE <br /> GR055 BLOGKED AT 48" O.G.� ED6E5 l^U(4) IOd NAILS FOR THE FIRST BAY. <br /> 3" x 3" x I/4" SQUARE WASH�RS AT ALL ANGHOR BOLTS. <br /> STAPLE SGHEDULE <br /> 7/Ib" 05B OR T'LYWOOD SHEATIiIN6 <br /> ALLOWABLE SHEAR VALUES <br /> Ih I6 gage STAPLES- D� #2 STUDS I� I6 gage STAPLES - H� #2 5TUD5 <br /> 6"o.c. - I55#/ft. 6" o.c. - 127 #/ft. <br /> 4"o.c. - 230#!Pt. 4" o.c. - 188 #/ft. ! � <br /> 3" o.c.- 310 #/ft. 3" o.c. - 254#/ft. � <br /> i Si-IEf�R YV,4LL O � <br /> 2" o.c. - 345#/ft. 2" o.c. - 323 #/ft. � 7�-{�� ��Q pLp�� - <br /> - --— f?��ER TO SF-fEAR � <br /> FIELD SPAGING: 12"O.G.NAILS 8 STAPLES. SG}-fEDULE FOR <br /> PL?.TE NAILING ff 2X STUDS O <br /> HOLDOWNS- INSTALL SIMP50N HOLDOWNS OR EQUIVALENT AT THE END O� SHEAR WALLS EDGE NP.�LING � 16" O.G. 2X STUD/SI-I�t�R 1NALL; <br /> WHEN SHOWN ON DRAWINGS. TO ATTAGH USE 2X OR 3X HF�2 GONSTRUGTION 6RADE5 AS PLYWOOD SU8- � <br /> PLYIND. NAIL F'ER PLANS; SEE <br /> SfiEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. �LOOR � <br /> SUB-�LOOR �LR. SYS. S+-f�AR W,4LL SGFfEDULE. <br /> PEi2 PLAN PER PLAN �LOOR JOIST SOTTOM PLAT� NAILING � <br /> PER PLAN PER SGFiEDUL� TO 2X � <br /> RIM JOIST <br /> (3)IOd TOE NAIL, � <br /> JOIST TO TOP �N!-tILING PEi2 Si--f�LaR � <br /> PLATE � <br /> 1N.4LL SGI-fEDULE � � <br /> ��� DOUBLE SOLID �X SLOGK � <br /> r�R�� oR 4X �OU1�1D. BEAM SLOGKING AT � <br /> PLAN P��2 PLAN BEARING 16d TOEN�aIL � 6" o.c. � <br /> TO TOP PLP.TES . ` <br /> 2X roP P�ar� v <br /> 'J NAIL SHEAT{ilhtG ,-o SHE/�R W/�LL WITH N,��L �� ��N���L' � O <br /> F+EADER HEADER � 3" O.G. E.W. <br /> EXTEND TO . . . . . BE/�RING BEfi.M BELOW SHEi�I� W.4LL SGHEDULE. <br /> END iNALLS , , , , <br /> .I � 3x 9TUDS � � ,�n <br /> � O��S�T I NT�i�I O� � v� <br /> �I I� � 2 S���i� Y�t�L� TO �LOO� D�T�ILS �}.-���fiZ y�I�L.L 0 <br /> •I I• NOT TO SG?.L� � NO SGAL� L!� <br /> � Z `' <br /> �( GONNEGT PLYWOOD � — "- � <br /> W/ Hd NAILS � 3" O.G. � � <br /> •I I• 6O EAD RSDS, PLP.TES,n date: Oq-o4-I8 <br /> u/ � <br /> ,I � APA R/.TED SHTG. 0 <br /> 3g" MIN. 24/O EXP. I <br /> � iod � Q-�� o.�. - tzoo� iod � q-�� o.�. - rzoo� permit: <br /> �I I� STHD14 WOOD � GHOh�D I RUSO TOf' GHORD ITRUSO TOF' re�risions: <br /> TO GONGf2ETE <br /> GONN�GTORS OR ' TRUSS O�ER <br /> �II II� EQUAL � S EAOOD ROOP gLOGKING AT S�E��OD ROOF <br /> (3) #4 �/ERTIGALS i - 3x PLATHS I6" O.G. � -02—�Q �OOf <br /> NAIL Sh-fEATHING <br /> #4 HORIZ. � •I TO EAG+i PLATE O <br /> I�° O.G. <br /> -� 3b" � X IS" A.B. _ I . . <br /> VY/3"X3"Xi4" � <br /> PLATE iNP.SHER � TRUSSES TRUSSES <br /> �^ IMSEDMEhIT jf� PER PLAN P�R F'Lfahl <br /> 1 <br /> (v 2X NftIL�R - <br /> GONG. STEM WALL NP.IL TO BOTTOM <br /> TOP OF SLAB �G�RoD W/ 16d P,35 GONTINUE <br /> GLIPS SFi�AR WALL dr'awn b : ?.M <br /> 3/4" f'LYWOOD � �4�� TO ROOF Gf'1P.GIGe� b M�� <br /> GONT. FOOTING O.G. �' <br /> �i--f��T <br /> H I GH ST�M W?.LL (STHD I 4) � �ows 16d i6a � 4�� o.�. <br /> NAILS � 6" o.c. <br /> O L�.T�RP.L R�STR?�INT P�.N�L PLYWOOD TO N�IL��OD TO ������� <br /> SEE 6ENERA�L tVOTES NO SGikLE TOP PLP.TE ���£ � �}� +` `� Y s I <br /> �..1 <br /> SI-fEAR Wf�LL SI-I�AR WALL �L�..� ,y.'°�`1�''� ��"'�,.`, n=,LL �g,`�,��', <br /> PER PER a . .. - Q� <br /> SGI-fEDULE SG}-f�DULE <br /> O S+-+��R W?�LL P�R?�LLEL TO TRUSS <br /> � ( <br /> NO SGALE <br />