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<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~� `
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<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 •
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