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BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER P�AN SHEARWALL PER PLAN
<br /> o�
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILWG PER �
<br /> �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCNEDULE �
<br /> „ , >, , > � > » ,� ,
<br /> 0.148 X3.25" C� 6' O.G MIN. 0.148 X3.25' C� 6' O.C. MfN: �� 0.148"X3.25" C� 6' O.C. MIN. 0.148 X3.25 C� 6' O.C. MIN. 4'-0" �
<br /> � •
<br /> � � � �
<br /> FLOOR SHEATHING AND NAILING �� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ; EDGE NAILING PER SCHED. FLOOR SNEATHING AND NAILING �� EDGE NAILING PER SCHED. FLOOR SHEATHWG AND NAILING � EDGE NAI�ING PER SCHED. 20 12d
<br /> PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 ;� PER STRUCTURAL NOTES S1.0 ; � � U °�' '
<br /> ,� RIM/BLOCKING TO TOP 3 RIM/BLOCKING TO TOP j` RIM/BLQCKING TO TOP � RIM/BLOCKING TO TOP z �
<br /> i; PLATE PER SHEARWALL ; PLATE PER SHEARWALL �� PLATE PER SHEARWALL � PLATE PER SNEARWALL � �
<br /> � �" SCHEDULE - PROVIDE ; SCNEDULE - PROVIDE 1� SCHEDU�E - PROVIDE 3 SCHEDULE - PROVIDE �
<br /> ` : » �� � � �> , �- _.__�-s >
<br /> „ 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" @ 6" O.C. MIN. � 0.148 X3.25 t� 6" O.C. MIN. , 0.148'X3.25 � 6 O.C. MIN. -�. � �^m �_��' �� '����� - �
<br /> �� „ ' ` �
<br /> ,� ,�
<br /> �, � � � � E
<br /> ; iy ��; i � � � 'i ! �` i � � .
<br /> i t j,{ I 11 } ' ! j t � , O
<br /> � � � , � �, r : { � TOP PLA �
<br /> . :
<br /> '
<br /> � �
<br /> __� _ _----- �-- ' � v--�:�._����.__._._. _�.___.�� _..w�._.�_____._��.�. _.__��' �_.�_w� .�.,___ _.N. ���� ,e.a��_.____�.���� ._ . .___�.ry.a.��_ .� . :___ . . . . . . . . . +,
<br /> , ,_«�.-a.�_� � _.�-� �_�.—�_�� :-- ,_ _._�� ����_-_�_ ���: ---___� �._____�._____,.____ __________--, ` (n . o�
<br /> ��_.._. ._______._� _._.m � _._u_.__�__.___�___� _� w___.__ _ ._.___________�__._.._.
<br /> (! � � �� � �? � � � �
<br /> . .. - ,. . � . . �� 3' .. � i. W �
<br /> j EDGE NAILING PER SCHED. I EDGE NAI�ING PER SCHED. � EDGE NAILING PER SCHED. � EDGE NAILING PER SCHED. � o
<br /> FRAMING PER PLAN '� � ;; � .� � �
<br /> �� BEARING AND/OR i BEARING AND/OR '� BEARING AND/OR ? BEARING AND/OR � a�
<br /> BLOCKING AT 48" O.C. �j SHEARWALL PER PLAN FRAMING P�R PLAN j SNEARWALL PER P�AN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMWG PER PLAN ; SHEARWALL PER PLAN STUQS � -�'
<br /> Q � �� = W � �
<br /> 1f
<br /> ADD RIM JOIST/BLKG. �� NOTES: ; ADD RIM JOISTfBLKG. � NOTES: ADD RIM JO(ST/BLKG. ? NOTES: - � `J '
<br /> AS RE4UIRED BY (� 1. SECURE JOIST TO WALL � AS REQUIRED BY �� 1. SECURE JOIST TO WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL � ° �
<br /> „ �� � > » — ,� � �, �
<br /> SHEARWAL� SCHEDULE WITH 0.131 X2.5 EA. SIDE, DOUBLE JOIST SHEARWA�L SCHEDU�E WITH 0,131'X2.5 EA. SfDE, SNEARWALL SCHEDULE WITH 0.131 X2.5" EA. SIpE, � � �,
<br /> 1 1/2" MfN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. NOTE: � � � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARAL�E� AS SHOWN � ALL EXTERIOR, L o co
<br /> BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERRENDICIJLAR JOIST WITH 0.131"X2.5 +' � o
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. PLUMBING, PARTY & SHEAR
<br /> � � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" ,= 1'-0" AND AT ROOF.
<br /> Y
<br /> 01 EXTER OR WA�� TO FRAMI�IG 02 NTERIOR WA�� TO FRA�1 �1G 3 �lTERIQR WA�L TO FRAf�1�1G 4 EXTER�OR WA�� TO FRANI NG ❑5 TOP P�ATE SP�I�E °=lf f� �- „ � ;;
<br /> ❑ 0
<br /> � �� ��.
<br /> - __- _ �. � �. : � ��E : f��;
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL " ' � r` � ��:
<br /> <
<br /> . . . 3,v ,.. . .Y ;, :
<br /> t. �' , ' .'. f—..:
<br /> PLATE NAIL(NG PER t ` _ '
<br /> ..� ..u^..✓..a I.Y... . ..,{....�.. y :.y,:: (� .
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> SHEARWALL SCHED. TYP. .. , SHEARWALL SHEATHING & ;� �
<br /> � ,� : �
<br /> SHEARWALL SHEATHING & �i; s'.;j NAILING PER SCHED. ';� = SE�EEDETAIL 6 THIS SHEET V E �'
<br /> NAILWG PER SCHED. ': " CONTINUE WALL SHEATHING }' � � ��� �
<br /> � ti. ;; ' FOR BALANCE l
<br /> �s. ;; TO RIM W/ EDGE NAILING =, `; » TOP PLATE l`�� �
<br /> t, JOIST HANGER LAP JOIST 4 AND ,� ti � �a
<br /> RIM TO TOP PLATE A35/LTP4 `; ; ELSE PROVIDE RIM TO TOP ` '_ SPLICE SEE 5
<br /> PER SHEARWALL SCHED. ,`_._ ,! PLATE A35/LTP4 PER ` � ;
<br /> JOISTS USE (3) 8d NAILS THIS SHT. � � � � � '�
<br /> ' AT SOLID BLOCKING � . .� � Z
<br /> � �_� SHEARWALL SCHED. � `� �,i TO BEAM � AT NON BEARING WALLS � �, ' ' o
<br /> �� PANEL BLOCKING � �,
<br /> HEAQERS - MAY BE
<br /> `_ � � �, �� � AS REQ. AT BEARING WALLS ATTACHED TO KING STUD ��?�6� � ��
<br /> � � � ; ��� � � � � W HUC HANGER OR A34 `�6��
<br /> � �- ; � PLYWOOD PLYWOOD STUDS AT ' �
<br /> HEADERS• /
<br /> , .. ......
<br /> � : �_� (2 2X8 � 2X4 WALLS A35 CLIP:
<br /> r_______�____---__�_. .�..___�_� _.....::�,_ !T' ±:.--m.,.._ �__..� _�_��u��_ �__._�.�� ��_:_�___..:��_ w y,_ t�._.._ _ _.__.... ....._�_u _ _. .�� : _�,�: 16" O.C. TYP. 3 2X8 � 2X6 WALLS
<br /> � v' ' � U.N.O. UNLESS NOTED ��) 2X4 MIN. �
<br /> , � �,
<br /> I . 1 x.+
<br /> F �, � OTHERWISE PER PLAN o
<br /> ` , �
<br /> r' �' �i � � ��
<br /> JOIST PER PLAN TYP. k:� � JOIST PER PLAN TYP, : JOIST PER PLAN TYP. BUNDLED „ �-- W
<br /> ,;
<br /> �� �� JOIS�S (2) 16d C� 92 � � � � o
<br /> €r �, Q o0
<br /> Q N
<br /> ` PROVIDE lNTERIOR CROSS �"-�� ��� �MuvWa. 'd `�wu~ y W il�' ''3 TYP. N �
<br /> < < � ,d ;: a:
<br /> � `' WALL OR BEAM AT 12' O.C. '' �= KING STllD-TYP. � � �
<br /> t; >4; �.} �-
<br /> : ` " FACE NAIL W/ o N
<br /> DOUBLE JOIST MIN. ��: �i EI.SE BLOCKING AT 6' O.C. >� ;; JOIST PER JOIST PER (2} 16d C� 12" O.C. r �
<br /> ' JQIST PER PLAN TYP. ��� ' PLAN PLAN TYP. a p
<br /> ";; �� DOUBLE JOIST MIN. £a ,# �., 0
<br /> SHEATHING AND NAILING PER AT BEARING WALLS AT NON-BEARING WALLS
<br /> `� SHEATHING AND NAILING PER �_' ' ``_ JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> =y:
<br /> SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. � � �
<br /> 1 Q OPENINGS UP TO 5-0' W(DE
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN �2� � OPENINGS 5'-1" & GREATER o
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NQTED OTHERWISE PER PLA �
<br /> 0
<br /> SCALE: 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0° ARCN. SCALE: 3/4" = 1'-0" SCALE: NONE � Q �
<br /> 6 TYPICA� PARTYWA�� 7 TYPCGA� PARTYWA�� AT STEP 8 BU �T UP BEAI� g TYP. CON�1� TO WOOD BEA�I 10 TYP. HDR. AT STRUCT. WA�� � �
<br /> a � � 0 0 �
<br /> __ W
<br /> UPPER WALL: c �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS F--
<br /> UNLESS HANGERS/NARDWARE ARE SNOWN WAL� PLATE NAILING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS � I----�------� ~ Q
<br /> 0.148"X3.25' --r r � v
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE � 4" 0.e. i� m
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS STAGGERED �` "'
<br /> FLOOR NAILING PER � ,� � w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTA� RUN �_ ---
<br /> 2X12 STRINGERS FOR L<84" � � u " w �
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"<L<14 " i� � �
<br /> 2X BLOCKfNG TYP.
<br /> CONT. RIM JOIST A35 O i �
<br /> TOP PLATE TOP PLATE A TOP PLATES
<br /> BEYOND 4
<br /> BEAM BEAM
<br /> PER PLAN PER PLAN -- � —
<br /> — --� —
<br /> WALL STUD
<br /> - - - - - - - -
<br /> - - - - - - - - ! 1/ ' MIN.
<br /> - - - - - - - - - - - - - - - -
<br /> BLOCK FLOOR � LANDIN� �
<br /> DIAPHRAGM EDGES � STRINGERS �
<br /> ___�------
<br /> ��.�.�w------�. __:_ -===---=--�
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 i � �� ;' � � � �
<br /> EACH SIDE OF EACH SIDE OF (2) 8d TOENAILS (2) 8d TOENAILS 2x ` �I\ i�
<br /> BEAM PER PLAN j 2X RIM JOIST �c I�I III ; • �
<br /> BEAM BEAM EACH SIQE � � - EACH SIDE � PER PLAN � � ��� IIII I(II � � � �
<br /> � Y_Y_. t_Y_.—._ 4 Q�
<br /> (2) STUDS U.N.O. 2x SLOCKING � P.E.N. PER LOWER WALL i '�~m� ��� �_�x�� Tm�.�m ; �',
<br /> POST PER PLAN ON PLANS ; i� _� ^ '
<br /> BEAM/HDR Q SIM. " V�/ �
<br /> EXTERIOR INTERIOR WALL AND CEILWG � W = WIDTH �/4" VERIFY n
<br /> WALL LOWER WALL: �, �"�
<br /> WALL PER ARCH. A (3) STRINGER$ FOR W<42"
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" 4�
<br /> � TYP. TO P P�A TE TYP� TO P P�A TE S�A�E: 3 4" = 1'-Q" TRUSSES PERPENDICULAR EL�VATION AT WALL SECTION A-A AT WALL � �i
<br /> SCALE: 3/4" = 1'-0" � O
<br /> 11 SP� CE AT F�USN BEAM 12 SP� CE AT DROPPED BEAM 13 BEANI TOENAILI�IG 14 CA�ITI�E�ER F�OOR JO ST 15 TYP� STAIR FRAMING AT WA�� • � �
<br /> UPPER WALL:
<br /> UPPER WALL: �
<br /> WALL PLATE NAILING PER BEARWG/SHEAR WAL� WALL PLATE NAILING PER BEARING/SHEAR WALL � 0
<br /> SGHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �
<br /> FOR ALL FLASHING DETAI�S � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL �I � POST - WRAP PER ARCH. �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES �� '� c , �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL �••�
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING --�, I ;i 6X6 POST WITH ABU66 O O
<br /> �_
<br /> i BLOCKING � ;') �� BEAM - ALIGN WITH O �
<br /> `- � CENTER OF WOOD POST
<br /> � . . . . ,_ . �, ,; �� � O
<br /> . BLO K FL OR ' �
<br /> - _.
<br /> I � - DIAPHRAGM EDGES ''�� �..T..,� � -�-'
<br /> � \ __ ��� b1J
<br /> -- --�---_ __._ I ._�._ _------ -- __._------�-- �-- __- _--------�----- � ---��---�--------� _ _ -_ __ - -- � , � � .�
<br /> _ _ -- .___,���, _---------------------__ ___----------____---- ----- �� � ,�
<br /> ____ -- --------- ----
<br /> _ t---- - ------ ; , � , ^
<br /> __ _._ --- -_. ____ __ �: CC3
<br /> ( ( �l __—SIMPSON A35 BLKG. � �i � BEAM�HDR � SIM. j � %� ,� �, � � �
<br /> JOIST JOIST PER � TO TOP PLATE BEYOND
<br /> � �� JOIST �; /\ � �� .(;� TRIM RE:ARCH. � �
<br /> PER PLAN t � PER PLAN P.E.N. PER LOWER WALL �
<br /> PLAN - TYP. SPACING PER 3 fiI (i� BEAM TO POST W/ EPC • ri
<br /> SHEARWALL SCHEDULE � PANEL SHEATING�NAILING i � ;� PQST CAP �
<br /> SOFFIT RE: ARC�i. � (2) Q.228' DIA. l�edgerLok ,�� �� �►-�-�I �
<br /> � TO MATCH LOWER WALL FASTENERS W/ 2 MIN. ' �
<br /> SHEARWALL BEYOND NOTES: -' > -! - PENETRATION TO RIM AT ,) � �`� � �,
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED, SEE ALSO DETAI� 7 SHEET A9 CANT L. JOIST LOWER WALL• 24 O.C. STAGGERED ;lI I;i �� N
<br /> CEILING PLAN (TYP.) WALL AND CEI�_ING BEARING/SHEAR WALL '° �� � �T� W
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDUL� � �'-'"{
<br /> 2X LEDGER �
<br /> NOTE:
<br /> LedgerLok Faste�ers shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3f4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" - 1'-0"
<br /> 16 SHEAR WAL.� TO BEAM 17 TYP CA� DRAG STRUT 18 �QW ROQF � g � �OAD TRA�JS�ER DETAIL 20 TYP. SECT ON AT DECK FRMG, �
<br />
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