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� <br /> � <br /> N � <br /> � � <br /> O <br /> �i�b" OSB 24/16 APA RATED �i�b" 05B 24/I6 APA RATED (4) 8d KIGKER 2x4 BLOGKING � � � <br /> E ING w 6d � 6"oc SHEATHING w/ 6d � 6"oc TO BLOGKING � Y� c , <br /> S H A T H / E D C E N A I�.I N G � b d � 1 2 o c (2) I b d T O <br /> EDGE NAILING # bd � 12"oc 8d NAILING TO BLOGKING � � �� � <br /> FIELD NAILING (U.N.O. IN <br /> FIELD NAILING (U.N.O. IN SHEAR WALL SGHEDULE) BLOGKING (MATGH (TYP. �A. � � a � ' <br /> SHEAR WALL SGHEDULE) TO ED6E NAILING) END � � � o � <br /> r � <br /> w � . <br /> ROOF �RAMING � o � . <br /> MEMBERS P�R 2x4 KIGKERS � w m N <br /> �ASGIA PEf� LAP JOIST OYER BEARINC� <br /> ROOF PLAN 48"oc (MAX. 60° ° � ° " <br /> ELEVATION MIN. 6 � NAIL w/ (3) IOd �AGE <br /> WITHOUT NAILS L,4P J015T OVER B�ARINC <br /> 8d � 6"oc (U.N.O. IN �LOGKIN6 <br /> MIN. 6" � NAIL w/ (3) IOd FAGE r- <br /> SHEARWALL SGHEDULE) NAILS � <br /> TO BLOGKING (2) 8d KIGKER 2x BLOGKING 3 �� s �� 3 �� r1�i�; . ����'J� ��', �: <br /> r 70 BLOGKIN OVER BE�4M /4 T�6 APA 48/24 RATED PLWD /4 T�G APA 48/24 RATED PLWD /4 T�G APA 48/24 RAT�D FLWD , � <br /> SHEATHING GLU�D � NAILED TO SHEATHING GLUED � NAILED TO PROVIDE 50LID �LOGKING SHEFtTHINCC GLU�D � NAIL�D TO `�'' ' ��` <br /> GUTTERS � FASGIA ROOP �RAMING OVER B�ARING WALL B�LOW 9 �-� � ����- � <br /> FLOOR J015T5 F�.00R J015T5 �LOOR J015T5 0 <br /> PER ELEVATIONS MEMBERS P�R �'� , t r� '' �'�� °��� U <br /> (2) 16d TO BLOGKING ROOF PLAN � t f <br /> r � � � <br /> , �A,��ttR� �t����1�3 `� L31 <br /> � (TYP. EA. �ND) � � � � � � �����':S� �+'�r���V�i�,, �-� ��„�� °> '� <br /> � � , �° , ��t+, � ��� �� <br /> � I I � s �`��t.� �i; <br /> ��'��a � �� f�``r�w .�1 <br /> OVERHANG � �' e�� �x�,��,��tif � �;, <br /> �` kk�i���� i � ��� , �{i.� ��z � ' <br /> ��1 r� ' � <br /> PER PLAN GWB GWB AT � ,��� �t I � �.. <br /> ��, P � <br /> 16d � 6"oc FLOOR J015T GWB {�T ��OOR J015T CWB AT �LOOR J015T � � ��;,� ` h��< v <br /> AT GEILINC� Gy,�g G�ILINGS PER PLAN PER PLAN GEILINGS (2) 2x4 TOP PER PLAN e� ����`��� � — <br /> GEILINGS f� ��� ' ��n� ��.���ae��� 'j��' <br /> � " 05B APA RATED 2x4 BLOGKING � ��, �(r I ����� <br /> 51MPSON "HI" TIES � EA. �(b AT GEILINGS PLATE ,� � �,�'� �E�i � ����F `��,`.- <br /> 24/16 SHEATHING w/ 2x6 BLOGKING ���� �.� <br /> �i(6" O S B A P A R A T E D 2 4/16 TRU55 TO TOP PLATE 51MP50N "LUS210" OR EQUI�/. TOP O� BEAM �LUSH W/ � �ff�' ',� t r ` "�` <br /> �:, <br /> � ��� � � t� _� ,�' ,°������l�,', <br /> N A I L I N 6 P E R S H E A R (2) 2x6 TOP PLATES TOP O� JOISTS. BEAM PER <br /> HANGERS AT EA. JOISTS �w � �,�o�� �,� � a �, o 0 <br /> FR�MINGPLAN. z� � �;.„� � oL ��a` oN` <br /> II F. O� U'-S - � <br /> SHEATHING w/ NAILING WALL SGHEDULE AND Y2 GWB AT�' � N o � a <br /> (2) 2x6 TOP OP BEAM FLUSH W/ a}_ � a N a� T� � E � �' � <br /> PLAN (�UL� HEICHT EA. 51DE SIDE <br /> TOP PLATE BOTTOM OF JOISTS. �a z �- � a���� � �� �« �-` <br /> SGHED�� � SHEAR WALL i F z� Q o N � o = = c U$ � N o 0 <br /> w c c ti a� E � m� c �p�c <br /> II STUDS AT SGISSOR Y2 GWBU m �y �r �_ o �= c Y <br /> Y2 C�WB G A B L E) f BEAM PER �RAMING PLAN. II }Z Q N� �N �U N�_ �� � ` o c <br /> � 2 X 6 S T V�S � � � � � � � ��x 6 O G U�S a o c c d a..... � w�- `o 0 <br /> a' L t0 O N U._ E N <br /> NOTE: NOTE: � 16 oc W�` � � � a o � �, a o 0 <br /> O 2x65TUD5 =�aa�oo� �, �, � o� E� � <br /> 51DING � INSUL. N T � 16 oG SIDING � INSUL. °J o o U�Y o � o o y=o~� ` <br /> „ w <br /> ~ �r � e �`—° � <br /> � <br /> SHOWN FOR GLARITY NOT SHOWN FOR GLARITY <br /> �, <br /> �U�� TO ������L�. �����l�J�l� ,�T �,���.� �P�T� �°'�I�,�L J�I��'� OY�� ��,�M T��I��L ��,�1�i I�l �l���� � T°�°�i�,�J� JO I�T� C�Y�� �i��. �I,�LL . <br /> SGALE: 3/4" = I'-O" � SGP�L.E: 3/4" = I'-O" � SGALE: 3/4" = I'-O" � SGP�LE: 3/4" = I'-O° SGALE: 3/4" = I'-O° ';' <br /> ; <br /> �i(6" 05� APA , <br /> �if6" 05B 24/16 APA RATED RATED 24/I6 <br /> SH�ATHIN6 w/ 6d � 6"oc SHEATHING w/ �/16" 05B APA RATED �i(6" 05B APA RAT�D 24/I6 y2„ 6wB <br /> EDGE NAILIN6 � 6d � 12"oc NAILINC 2x6 5TUD5 24/I6 SH�ATHING w/ SHEATHING w/ NAILIN6 <br /> � 16"oc 2x6 STUDS <br /> �IELD NAILING (U.N.O. IN PEI� PLRN � NAILING PER PLAN P�R P�.AN � SHEAR WALL <br /> SHEAR WALL SGHEDULE) 8d � I6"oc SHEAR WALL 23 �� �i(b" OSB �PA RAT�D 24/I6 �� � SHEAR WALL 2x6 5TUD5 2x4 5TUD5 <br /> /32 T�G GDX � I6 oc � I6"oc SGHEDUL� w/y2" 6WB OVER � 16"oc <br /> SGHEDULE. — 48/24 APA SHEATHING w/ NAILING SGHEDUL�. <br /> RATED PLWD �'�R PLAN � SHEAR WALL <br /> y2" GWB SGHEDULE. 23/32�� T$G GDX DBL. 50LID BLOGKING <br /> SHEATHINC y2 GW� <br /> y2„ GwB 48/24 APA 23/g2" T�G GDX 2X4 BSE PLATE (NAILING UND�R SHEARWALL - <br /> 2x6 BASE RATED PLWD 2x6 BAS� 48/24 APA PER SHEARWALL SGHED.) ABOVE : . <br /> 8d @ 6"oc SHEATHING 1' <br /> PLATE (NAILING SHEATHING 2x6 BASE PLATE (NAILING RATED PLWD � • <br /> PER SHEARWALL TO J015T5 PLAT� (NAILING PER SHEARWA�.L SHEf�THING IOd � 6°OG EDGE 23�32�� T�G GDX <br /> SGNEDULE) PER SHEARWALL „ SGHEDULE) J015T PER NAIL�G SH�ATHING 32/24 APA - <br /> SHEATHING 51MP50N "A35° SGHEDULE) 8d � 6 oc RATED PLWD . <br /> � NAILING TIES AT INTERIOR SHEATHING PLAN IOd � 6 oc EDGE � TO JOISTS SHEATHING � ����� . <br /> PER SHEAR- SHEAR WAL� TO TO J ISTS IOd � 12 oc �IELD NAI� <br /> Wq�� BLOGKING SHEATHINC TO J015T5 �p��� ��� <br /> ROO� FRP�MIN6 B�LOW FRAM�IGTPLAN ii <br /> MEMB�RS PER 2x4 BLOGKING RIM RIM J015T5 <br /> ROOF PLAN � 24"oc J015T �� <br /> . <br /> (2) Ibd TO BLKG. 2x6 BLOGKING Y2" dia. x 10" A,B. ��° ^ <br /> P.T. 2x6 MUD 51LL PROVID� SOLID �LOOR JOISTS L.,�T � � <br /> EMBED MIN. 7" INTO �� 2x10 �LOOR �� <br /> (TYP. � EA. END �LOOR J015T5 gTEM WALL � 48"0� I; P.T. 2x6 MUD J015T5 P�R ��-AT� 'P �LOGKING IN J015TS <br /> PER PLAN i�_° �� �'Efi� PLAN <br /> Gy�g (U.N.O. IN SHEARWALL �--a 51LL PLATE }��.Ar! �i BAYS ADJAGENT TO <br /> AT G�ILING �ifb" 05B APA SGHEDULF) ` �/a° dfa. x 12" A.B. i�_ �� . <br /> �/�y" OSB APA RATED 24/I6 RATED 24/16 � 18"oc EMBEDDED �--'a SIMPSON "P,35" 50LID BLOGK IN SHEAR WHLL � 16 oc �,� <br /> (2) 2x4 (2) 2x6 6WB ° q"INTO GONG. (U.N.O. � �ROM 51LL PLAT� FIRST (3) BAY � y2" GWB <br /> SHEATHING w/ NAILING TOP PLATES SHEATHING w/ TOP PLATE AT GEILINGS a. a IN SHEARWALL TO BLOGKING ADJAG�NT TO , <br /> SGHEDULE) ° BRAGED (BSMT) 2x4 5TU175 <br /> PER SHEAR WAL.L SGHEDULE NAILINC� PER <br /> AND PLANS w/Y�" GWB OVER �� PLAN � SHEAR <br /> y2 GwB WALL SGHEDULE. � FOOTING � STEM WALL � <br /> i y2" 6WB ��I6Aoc �A�� �i(b" OSB APA RATED � 16"oc <br /> P�R FOUNDATION PLAN . <br /> 2x4 STUDS AND DETAIL NAIL NG P RT PLAN � ^ <br /> � I6"oc 2x6 5TUD5 SHEARWALL SGHEDULE. <br /> „ �OUNDATION PER PLAN <br /> � I6 oc GOV�R w/Y2° CWB <br /> o�����r �r�u�� �o ��������. �t������.�. �� ��� ��c�o� ������L� ��r �c>u�����o� �����v��� �� ����r��t��r J o�����- �t������ ���� ��� <br /> . <br /> SGALE: 3/4 <br /> �� _ ��-p" � SGA1.E: 3/4" = I'-O" � SGALE: 3/4" = I'-O" SGALE: 3/4" = I'-O" SGAL�: 3/4" = I'-O" � ''� <br /> L <br /> HEADER PER SIMP50N "G516° <br /> PLAN w/(20J I bd . <br /> SUILT-U�'' P05T UNDL� �M . <br /> NOTES: A �.�A� I ���A� l.J�P'��I I`;� ____._._w_�T�._...___Y�.____.___.�__ <br /> HEADERS SHALL B� SUPPORTED BY NOT LESS THAN (I) BE!"�M 2X�T' /v'��L. 2X6 7'v�LL CERTIFIED PROFESSIONAI BUILDING DESIGNER ` <br /> TRIMMER � (I) KINC STUD. HEAD�RS SPANNINC 8'-O" 2x4 �RAMIN6 2x6 FRAMING <br /> OR MORE SHALL BE SUPPORTED BY (2) TRIMMERS � 4x (SAWN) (2) 2x4 (2) 2x6 . N A71 O N A L �o�N��� o F . <br /> �G �` i ..? <br /> (I) KINC� STUD. 6x (SAWN) (3) 2x4 (3) 2x6 3/8" MIN. 5/8" MIN. '`�s�;,,� ��% ' ��� � _— <br /> �YBx ���.a) (2) 2x4 �2) 2x6 � <br /> BUILT-UP P05TS SHALL BE FAGE NAILED TOC�ETHER � y/o�� �` � <br /> WITH IOd � 24"oc. � 5yax (GLB) (3) 2x4 (3) 2x6 <br /> �y�� 4 <br /> TOM M. LEREN . <br /> H�ADERS NOT Gf�LLED OUT ON THE P�ANS SHI�LL �E � 3Y2x (MANUF) (2) 2x4 (2) 2x6 I 3/8" MA�K.3/8" MAX. I, 2 I/8" MAX. a6'S� . <br /> 4x8 D�#2 OR BETTER, U.N.O. u�.. 7/8" MAX. ,�� V , <br /> 5y2x (MANU�) (3) 2x4 (3) 2x6 <br /> 61RDER (2) 2x4 (2) 2x6 ' � <br /> KING STUD TRUSS <20' ��������I}��� � �I' . <br /> GIRDER � � FILE/NO. 070105 <br /> AT EA. 51DE (3) 2x4 (3) 2x6 DATE 04-06-08 <br /> TRUSS >20' 2x4 �RAMING 2x6 �R�MING <br /> HEADER PER REQ'D 5TUD5 <br /> DESIGNED BY TL <br /> PL�N BUILT-UP P05T UNDER �iE�+D�R , 3/8" MIN. —'�— 5/8" MIN. DRAWN BY RM <br /> CHECKED BY TL <br /> HEADER 2x4 WAI..L 2xb WALL STRUCTURAL <br /> � 4x (SAWN) (2) 2x4 (2) 2x6 I 3/8" MAX. 2" Mf�X. 2 I/8" MAX. I- 3 I/4" MAX. ENGINEERING BY WCSE <br /> � 6x (SAWN) --- (3) 2x6 'I c � � � �,-�, , �+ JOB NO. W-2216 ;i • <br /> � ��f OA�� ��„�-� rf�Cl�l�EFtlitK . <br /> , <br /> �OF�{.L't[.3�t�U = '% ����a�rT�AJA9Fi2[ L <br /> � 3Yax �GLB) �2) 2x4 �2) 2x6 _�t-i`a���►, �.,�, � �:�j:�+�-���e <br /> �. _ �� �.�_, <br /> � BEARING OR NONB�ARING W�LLS MAY BE DRILLED ��g',��J(`��r, �-;� -.���y��� SHEET: <br /> � 5y8x (GLB) --- (3) 2x6 2" �OR 2x4 AND 3 I/4" FOR 2x6 WALLS, 5/8" EDGE D15TANGE. tti�.;i�;a+����-�� ������������°�����r� . <br /> � IF 5TUD5 P�RE DOUBLED AND NO MORE THP�N 2 SUGG�551VE ����r�'������������a��������� � <br /> 3y2x (MANU�) (2) 2x4 (2) 2x6 DOUBLE 5TUD5 ARE DRILLED. (SEGTION R602.6 - 2006 I.R.G.) ��������'�����-���'�'�y <br /> KIN6 REC�'D TRIMMER ROUGH OPEN 5Y2x (MANUF) --- (3) 2x6 <br /> � ����7i�u,,..�2'ui.� _ <br /> ��r�.,���Y C�.�.,r��-r�.k�`�7d 8 <br /> STUD 5TUD5 A5 REQ'D <br /> `�E''+�3'�'�AI�'�;l�i`�2�°k� <br /> OF: <br /> ����•.� U� ����� V���� ���t�� � ���'P�' . � ���.�� � �"iu�� �� ��1�� � � C:l��r +C�F ��I���7�' t'� , <br /> �� _ � �� �� _ � �� R E V I E�V E G ��� ►�r.i 5��v� 4/7/2008 2:44 PM <br /> SGAL�: 3/4 I -O SGALE: 3/4 - I -O • <br /> � " <br />