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<br /> - WALL PLATE NAILING PER UPPER I�aAll: UPPER WALL: UPPER WALL: UPPER Pd�ALL: ,
<br /> SCHED. FOR UPPER WALL BEARING/SHEAR YdALI WALL PLATE NAlL1NG PER BEARING/SHEAR ��ALL WALL PLATE NAILING PER BEARlNG/SHEAR WALL IMALL PLATE NAIU�G PER BEARING SHEAR WALL
<br /> PER PLAN A6VD SCHEDULE SCHED. FOR UPPER Y�ALL PER PLAN Ald� SCHEDULE SCHED. FOR UPPER P�lAt1 PER PLAN AND SCHEDULE $CHEp, FpR �ppER W,qLL PER PL N AND SCHEDULE o
<br /> FLOOR NAIIJNG PER NOTE: NO WALL ABOVE AT SIl�9. �
<br /> STRUCTURAL NOTES N01E: NO WALL ABOVE AT SIM. �
<br /> FLOOR NAILING PER FLOdR NAIUNG PER � ;� .
<br /> STRUCTURAL NOlES � P.EN. PER UPPER WALL STRUCTURAL NOTES P.E.N. PER UPPER WALL fL00R NAIUNG Pr'� ,�
<br /> t� �
<br /> " P.E.N. PER UPPER V'dALL NQTE: IF PANEL SHEATHING RE�IOVED I ' STRUC?URAL NOTES 4�_���
<br /> T�fl BLKG. PANEL NO • IF BLOCKING PANEL REMOVED I P.E.N. PER UPPER PdALL ', � �
<br /> ` AT ON� BAY FOR FOR MECH./PLU�I�SNG, AT ONE BAY FOR FOR �4ECH.�PLU�lB9NG, :;:�" � U ,� �
<br /> P.EN. PER L06'4�R WALL RELOCATE PLATE NAIIJNG/FRAMING A�CHORS R OCATE PLATE NAIUNGjFRAMBNG ANCHORS P.E.N. PER LOWER WALL (20} 12d ;
<br /> 10d � 6" O.C. �� TJI BLOCKING PANEL ,� Z �
<br /> TO ADJACENT Be4YS TO ADJACENT BAYS � � :
<br /> _ '� � " ��� � ' ' . �
<br /> LSL RIPa JOIST � `;�� � �
<br /> PANEL SHEATING/NAILING ( I o �
<br /> ��� TO MATCH LOd���R N�ALL " � o
<br /> PANEL SHEATING/NAIIJNG ; � :�
<br /> - --- � --- PANEL�BREAK -- — — TO MATCH LO@3�R NlALL TOP TE � � �
<br /> - - — -- PANEL BREAK �� N r� �
<br /> TJI PER PLAN P.E.N. PER L04l1�R WALL TJI PER PLAN - N � :� .
<br /> C ,�
<br /> � TJI PER PLAN ( TJI PER PLAN P.E.N, PER LO�tfR MlALL '� �
<br /> WALL AND CEILJNG � WALL AND CEILING - STUDS � � � � �
<br /> � : � �; �'-! � �
<br /> PER ARCH. � G PER ARCH. P.EId. PER LOWER WALL PER ARCH C�u�G P.E.N. PER LOV!,EER WALL WALL AND CEIUNG � � .
<br /> PER ARCH. — � .
<br /> LOb'd�R WALL: LOY�R WALL: � � � . :
<br /> NOTE: °' ' �
<br /> BEARlNG/SHEAR VdALL BEARING/SNEAR WALL BE R NG/S EAR V�ALL LOY�R WALL: S'PLICE de NAIL TOP PLATES � � �
<br /> PER PLAN AND SCHEDULE PER PLAN AND SCH€DULE BEARIidG/SHEAR WALL - U � � .
<br /> PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE AS SliOWN � ALL EXTERIOR, � z c�
<br /> SCALE 3/4 "_ �'—o" JOISTS PARALLEL scAt�: 3/� "_ �'—oA JOISTS PARALLEL � • . . JOISTS PERPENDICULAR . , , PLU��61NG, PARTY &� SHEAR - �,�-, o �
<br /> sc�: 3/� = t—o sc,��: 3/4 = t—o JOISTS PERPENDICULAR AND AT ROOF. �^��
<br /> SCALE: 3/4 "= 1'-0" 3�,�,.� � � �
<br /> (�1 TYPICAL EXTERIOR WALL TO FRAMING 2 _ __ �
<br /> (� TYPICAL INTERIOR WALL TO FRAMING 3 -F����-����;
<br /> ❑ TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTE � =� -. �� :J � ���:�
<br /> ❑ RIOR WALL TO FRAMING 5 TYPICAL T .f . ��� � ,
<br /> ❑ OP PLATE SPLICE � ;�� :,� _. . . :.
<br /> F-- :�
<br /> - � U :�� ���K ;�s .
<br /> ���� ���
<br /> - — - -� _.t� � .
<br /> � Y� :- �����. .. .
<br /> BUNDLED JOISTS PER PLAM .
<br /> NOIE: PROVIDE VVEB STIFFENERS r ° °
<br /> � \ . .
<br /> IF REQUIRED BY JOIST MFR. 3 � N �
<br /> JOIST NANGER TO MATCH LAP JOIST 4" TOP PLATE f . o
<br /> I _ (2) 0.162 X 3.5" NAlLS �T �STS - SEE STRUCTURAL SECURE TO BEAM Pd/ SPUCE S�E 5 f�
<br /> . NOTES SEC110N OS103 U.N.O. » » � �� �
<br /> _ - PLYWOOD 12 O.C. EA. SIDE STAGGERED (3) 0.131 DIA. X 2.5 MlN. SOLID 2X THIS SHT. '� �: �
<br /> P� P� TOENAILS BLOCKING AT � � �����,,� a �
<br /> HANGERS PANEL BLOt;KING �o �' •� a o
<br /> I � I AS REQ. �.
<br /> A T N O N B E A R I N G W A L L S �y,�� r� -
<br /> HEADERS: HEADERS: ? �' �
<br /> I � ,�; g 1fi DO.C. TYP. 2 2X8 � 2X4 �9ALLS (2) 2X4 t�IN. �� , .
<br /> , � � U.N.O. �2� 2X8 W/INSUL�2X6 P�ALLS , �
<br /> ,� ,, , �,' � UNLESS NOTED .
<br /> I 0 OTHER6"1SE PER PLAN � V
<br /> , � � � � N .+ .
<br /> JOIST PER � Fl� BLOCKS � JOISTS PER PLAN SOl.IO OR JOIST � H � � o � cnn ,,�
<br /> p(�J REQ. AT BUILT 1JP "I" � BLOCKING KING STUD-TYP. Q o o M o � � �
<br /> JOISTS OISTS PER PLAN I � DEi'AIL "A° � A � � o �. M N
<br /> JOiST HANGER FOR BALANCE FACE NAIL W o o r, � M �
<br /> JOIST HANGER TO MATCH AT BEARING WALlS Q�131� X 3" � �" 4.C. �
<br /> J O I S T S - S E E S T R U C T U R A L S T A G G E R E D T Y P. � � �
<br /> NOTES SEC110N 06103 U.N.O. BEAM PER PLAN TRIM�dER STUDS: AT NON-BEARING WALLS d �
<br /> PER PLAN (1) 1RI�1 STUD FOR OPENINGS UP TO 6'-0° 4�DE (�� -��p, �
<br /> , , 9�IER STUD � �•
<br /> (2) TRIM STUDS FOR OPENINGS GREATER 1HAN 6-0 �
<br /> "IA JOIST DIMENSIONAL LUMBER UNLESS NOT� OTHERP��SE PER PLAN �
<br /> o �
<br /> w �
<br /> A: FLUSH BEAM B: DROPPED BEAM C: PARTIAL DROP � o �
<br /> SCALE: 3/4' = 1'-0" 3/4° = 1'-0" SCALE: 3/4" = 1'-0" `¢' � �
<br /> 6� NOT USED 7 . :
<br /> ❑ NOT USED g _ o � o ; �
<br /> [� T Y P I C A L B U I L T U P B E A M 9 T Y P I C A L F R � � a . .
<br /> ❑ A M l N G T O B E A M 1 0 T Y P I C A L N E A D E R a
<br /> ❑ AT STRUCT�RAL WALL > o
<br /> � W .
<br /> �
<br /> �
<br /> NOTE: SEE ARCH. FOR STAIR DiMENSIONS �„ � a Q
<br /> UNLESS HANGERS/HARDWARE ARE SHOVIlN Id01E: WEB � AND BLOCKING REQUIREMENTS 0.14$'X3.25" � �o w � q �
<br /> O N P L A N S, B E A M S B E A R i N G ON STUD WALLS S T I F F E N E R A S R E Q'D � 4" O.C. a ¢ �
<br /> SHALL BE ANCHORED YJ/(4) 8d TOENAILS PER JOIST St1PPLIER 2X4 SQUASH BLOCK L = HORIZONTAL RUN STAGGERED o � cn � v
<br /> SHOP DRAWINGS QTY. TO MATCH 2X12 STRINGERS FOR L<84" � � O F '� �
<br /> � �
<br /> SZl1DS�POST RBOV� 1.75X14 LVL STRINGERS FOR 84"<LCI40" � � �
<br /> W W (�
<br /> 8d EA. FLANGE ------- `'� c�i �o � a .��.
<br /> BEAM ———— '�..,_\ �
<br /> C O N T. R I M J O I S T I�S T 3 7 C O N T. RIM JOIST PER PLAW
<br /> TOP PLATE T� P�� PER PLAN LSL RI�a4 (3) 8d CLENCHED TOP PLATES �\� z � M N w � :
<br /> Sd EA. SIDE ¢ E-E BEYOfdD �f.• r
<br /> ;w.� � =g � � � --� ----n-- — ----- ' ,
<br /> � ` '�' � � I I WALL STUD
<br /> � � � ( ( 1/ MIN.
<br /> � �
<br /> PLATE I ) 11 STRINGERS L�►NDING .
<br /> (2) �d TOENAILS (2) 8d TOENAILS � I .'
<br /> PROVIDE (4) LTP4 EACH SIDE - EACH SIDE � � � �
<br /> EACH SIDE OF � � � � iiri iiri
<br /> DROPPED BEAM BEAM PER PLAN BEAM PER PLAN ON) P ANS U.N.O. I I i i r� �� • r"°� • :
<br /> EXTERIOR INTERIOR WEB Si1FFENER EA. NOTE: SQUASN
<br /> II II 'ra' .
<br /> 1NALL 1MAu- S�E 3/4" X 2 �LOCK REQ'D PlHEN ( ' I I (3) STRWGERS FOR W<42" 2�� �ERIFY
<br /> 5 16 I�IN. POST ABOVE "
<br /> (4� STRINGERS FOR 42"<W<48"
<br /> JOIST TO BRG. PL I�EB STIF�ENER SQUASH BLOCK ELEVAl10R1 AT WALL
<br /> SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4 "= 1'-0" SCALE: 3/4" = 1'-0' S , . _ ,_ » SECTION E-E AT alALL �
<br /> CALE, 3/4 1 0
<br /> 1 1 T Y P. T O P P L A T E S P L I C E A T D R O P P E D B E A M 1 2 T Y P. T O P P L A T E S P L I C E A T D R�P P E D B E A M � 3 _ ��
<br /> ❑ TYPICAL BEAM TOENAILING 14 1 JOIST NAILING R �
<br /> ❑ EQS. AT BEARING 15 TYPI �
<br /> ❑ CAL STAIR FRAMING . ,� .
<br /> UPPER WALL: '
<br /> UPPER WALL: BEARING/SHEAR WALL � �
<br /> WALL PLA1E NAILING PER BEARING/SHEARWAIL V�ALL PLATE NAILING PER PER PLAN AND SCHEDULE 'r•' v
<br /> SCNED. FOR UPPER WALL PER PLAN ANO SCHEDULE SCHED. FOR UPPER WALL o ' �
<br /> FLOOR NAIUNG PER P.E.N. PER UPPER WALL � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL STRUCTURAL NOTES � �
<br /> STRUCTURAL NOTES � �
<br /> P.EN. PER LO�R V�ALL � �
<br /> � � �
<br /> 2X BLQCKING DIAPHRAG�� NAIUNG � ,�/ p :,
<br /> I � F�� � � .
<br /> BLO K FL R � o �
<br /> �
<br /> DIAPHRAGM EDGES � � � ' •
<br /> ' _ BLOCK FLOOR r,.,.,, � �
<br /> DIAPHRAGM EDGES �� � ,� . �• �
<br /> BEAM/HDR � SIM. c� p f �
<br /> JOIST i� � � Z -
<br /> PER PLAN P.E.N. PER LOWER WALL �_` TJI � ` C�
<br /> PANEL SHEATING/NAIUNG PER PLAN 2X RIhA JOIST �+ � 0
<br /> TO MATCH LO�S'ER V�ALL I Rj N aq �
<br /> SOLID/TJI �' �
<br /> LOIP�R WALL: BLOCKING P.E.N. PER LOWER NJALL �� � O
<br /> BEARING/SHEARWALL BEAI�/HDR � SI�l. � ��
<br /> PER PLAN AND SCHEDULE V�ALL AND CEILIlVG w � . �
<br /> PER ARCN. LQWER V�ALL:
<br /> � NOTE: PROVIDE V�EB BEARING/SHEAR IPlALL � .
<br /> - REINFQRCING PER E�lST PER PLAN AND SCHEDULE �
<br /> - sc�t�: 3/4' = t'—o" JOISTS PERPENDICULAR 3�4. _ �,_�. I�ANUFACTURER
<br /> REQUIREklE�TS
<br /> � 16 NOT USED 17 NQT USED � , �
<br /> ❑ 18
<br /> ❑ NOT USED 19 �
<br /> ❑ LOAD TRANSFER DETAIL 20 ,
<br /> ❑ TYPICAL CANTILEVER FLOOR DETAIL
<br /> � � . - -- - -
<br />
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