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BEAftING AND f OR BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> �
<br /> PLATE NAILING PER PLATE NAILING PER RLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SNEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE CD
<br /> „ � �� „ » > � a'
<br /> 0.148"X3.25 Q 6' Q.C. MIN. Q.148"X3.25 � 6 Q.C. MIN. 0.148 X3.25' � 6 O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 4'-0" �
<br /> �
<br /> FLOOR SHEATHING ANQ NAILING EDGE NAILING PER SGHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. F�OOR SHEATHING AND NAILING 1 EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHEQ. (20) 12d
<br /> PER STRUCTURAL NOTES St.O PER STRUCTURAL NOTES S1.0 � PER STRUCTURA� NOTES S1.0 � PER STRUCTURAL NOTES 51.0 , � °��'
<br /> � RIM/BLOCKING TO TOP ! RIM/BLOCKiNG TO TOP ; RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP z �
<br /> � PLATE PER SHEARWALL PLATE PER SHEARWALL � PLATE PEft SHEARWALL � PLATE PER SHEARWALL -- �, ^
<br /> �, SCHEDULE PROVIDE � SCHEDULE PROV@E �4 SCHEDULE - PROVIDE E SCHEDULE PROVIDE _ _ __ � �
<br /> . . . . . . . . . .» . . �� . . ». . . . . . . . . . . . n . n. . i� . . _ . . . . . . . . . . . . . . . . u . » . . »: . . . . . . . . . . ,"r':� "-,`�:__^�_.[.���:.::.'_S�:'.`�";.,�.__e...T4__��S:i.��.� :'_
<br /> 0.148"X3.25" C� 6 O.C. MIN. 0.148 X3.25 @ 6 O:C. MIN. A 0.148 X3.25 Q 6 O.C. MIN. ; 0.148 X3.25 � 6 O.C. MIN ,�; _:�- _
<br /> n
<br /> _ � �
<br /> �
<br /> \ C� �
<br /> i� . iit 1i ' t �
<br /> ;; ;; ;�; � j � � � � � i � �
<br /> ; �� �i i � � \ � � TOP PLA � i \ � � o
<br /> ______, __��_._.,�___._�.__.._W
<br /> , � � �, � ;
<br /> �.._-_._-- --- _ .._.._
<br /> -------��, _._-- ------- _._� __- __----� ._M_ ,-_�:��.�,_...__._� . . . . . . . . . . . . . . . . ,._.____--____�.� ,_ � ._....�. ..... ._._ , _ �
<br /> :
<br /> � � .� � �..�_ ��._. ��._.....�..__.. _._ �
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<br /> e.�.._,..... . _ ...�.��. _. (n . co
<br /> � ___._______._ .�______�_�-----------____�_ �_ _._. T
<br /> _ i__ _—�__-__ __
<br /> �____ �� � � � kt � � �
<br /> j EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. �� EDGE NAILING PER SCHED. �' --EDGE NAILING PER SCHED. �U � o
<br /> FRAMING PER PLAN � � .,� �
<br /> �� BEARING AND/OR � B E A R I N G A N D/O R �� B E A R I N G A N D/O R � BE ARING AND/O R �� �
<br /> B L O C K I N G A T 4 8" O.C. �� S H E A R W A L L P ER P�AN FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN STUDS � � �
<br /> ; W f
<br /> ADD RIM JOIST/BLKG. j� NOTES: i ADD RfM JOIST BLKG. ! NOTES: ADD RIM JOIST BLKG. NOTES: � `''
<br /> AS REQUIRED BY 1. SECURE JOIST TO WALL AS REQUIRED BY �e 1. SECURE JOIST TO WALL AS REQUIRED Y � 1. SECURE JOIST TO WALL � ° �
<br /> � ' " DOUBLE JOIST � SHEARWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, � " " � �` �
<br /> , SHEARWALL SCNEDULE WITN 0.131'X2.5 EA. SfDE, SHEARWALL SCHEDULE WITH 0.131 X2.5 EA. SIDE, - �, �?
<br /> 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MfN. FROM END. -� � �
<br /> 2. SECURE RIM JOIST TO 2, SECURE RIM JOIST TO NOTE:
<br /> SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2,5 PARALLEL PERPENDICULAR PERPENDICULAR " AS SHOWN Q ALL EXTERIOR, �- o cfl
<br /> NAIL TQP AND BOTTOM. NAILTTOP AND 3B TTOM. � � �
<br /> PLUMBING, PARTY & SHEAR � �, �
<br /> SCALE: 3 f 4" = 1'-0" SCALE: 3�4" - 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: �4'= = 1'-0" SCALE: 3/4" = 1'-0" AND AT ROOF.
<br /> �1 EXTERlOR WA�� TO F�RAMIf�G 2 INTERIOR WA�� TO FRAMI�IG 3 If�TERIOF� WA�� TO FRAI�If�G 4 EXTER OR WA�� TO FRA�IING 5 TOP P�ATE SP�ICE - �---- � � ;y :
<br /> � 0 F� ❑ � �
<br /> � ; c� � V ,
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARA�LEL - - - - ;x�, �r<E
<br /> . , . . . . . . . . '.:. . �'�'�5 -�
<br /> PLATE NAILING PER '
<br /> . . . . . . . . .... . . . i .s
<br /> . .. . , ....s. .�.,::i ,�M...:�^ .. �....: t., ,.i
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> SHEARWALL SCHED. TYP. f;. ,r�- SHEARWALL SHEATHING & ;; �� � �
<br /> ;, �4 '' NOTE: �
<br /> SHEARWALL SNEATHING & �i s; NAILING PER SCHED. ,� s.; �
<br /> NAILING PER SCNED. " ¢� CONTINUE WALL SHEATNING �c ,� SEE DETAIL 6 THIS SHEET S ,�� �
<br /> {� ;; t;� �.t FQR BAL.ANCE
<br /> !� 3.� TO RIM W EDGE NAILING r �� �
<br /> t`� o
<br /> '� � �' '� JOIST HANGER USE ()S d NAA SD SPLICE ASEE 5 � � �`��`�
<br /> RfM TO TQP PLATE A35�LTP4 t, � ELSE PROVIDE RIM TO TOP ��r ��
<br /> PER SHEARWALL SCHED. � AT SOLID BLOCKING � ' . ,�� a �
<br /> ;� _? PLATE A35/LTP4 PER �
<br /> JOISTS THIS SHT. ch � �
<br /> z y�� i= TO BEAM A T N O N B E A R I N G W A L L S � �o ' o
<br /> �y ; SHEARWALL SCHED. �, :, PANEL BLOCKING �,
<br /> � ¢ �_ �,�, HEADERS - MAY BE
<br /> �_' � � 3+' }' i AS REQ.
<br /> ��� T��I � AT BEARING VdALLS ATTACHED TO KWG �TUD ����6� �� � �
<br /> ; ,� ,,
<br /> . ;� � � ° �� F� \� � PLYWOQD PLYWOOD u HEAD�RS: W/HUC NGER OR A34/ ��
<br /> ,
<br /> �..__s_��.�__,�,.__��..�.�t__,�� _�:: _ _��_=...�;, � i _�___ _ _=��_ ._�.��.����--w:i:��_-==<_:-�.�a, ° 't :y� :.__�.�w__�.�.�w.�x��-___�_:.___.--____ ___ ST DS AT HA
<br /> t �` ''' � � 2) 2X8 @ 2X4 WALLS A35 CLIP:
<br /> � �r ,i -� � 16" O.C. TYP. 3) 2X8 @ 2X6 WALLS
<br /> U.N.O. (2) 2X4 MIN. �
<br /> `� UNI�ESS NQTED
<br /> i
<br /> I , �°�; ;:;
<br /> ,: }i ��
<br /> , OTHERWISE PER PLAN Q
<br /> �. �E
<br /> }F;� 7i .fi � i-'-1 � z �
<br /> JOIST PER PLAN TYP. r.�� �g JOIST PER RLAN TYP. � �'; JOIST PER PLAN TYP. �UNDLED
<br /> , JOISTS (2) 16d t� 12" � � o
<br /> ;:� }i �.t.:___ .�____.._ _s_.._�,;4,_:�:_ �_ ___.��-- �; ;j TYP. � N � °o
<br /> �"� � ` PROVIDE INTERIOR CROSS ��. �„ �1 � N
<br /> "�s ., KING STUD-TYP. � �
<br /> ,'' `, WALL OR BEAM AT 12' O.C, "', ;, FACE NAIL W/ �
<br /> ;, ��
<br /> F�� �t o �, r-
<br /> e�� r�: �i: rtt
<br /> DQUBLE JOIST MIN. ��� ������ ELSE BLOCKING AT 6' O.C. F{� rtj JOIST PER JOIST PER (2) 16d � 12" O.C. � �
<br /> _. .�j JOIST PER PLAN TYP. ' �;_� PLAN PLAN TYP. � �
<br /> �� ��� ��� ��'�' AT BEARING WALLS � � AT NON-BEARING WALLS �
<br /> ,; e, DOUBLF JOIST MIN. ,, � O
<br /> SHEATHING AND NAILING P�R `�� " ''�•
<br /> � �'�_ SHEATHING AND NAILfNG PER ����� ��{ JOIST HANGER � 2X BLOCKING � T R I M M E R S T U D S;
<br /> S H E A R W A L L S C H E D. T Y P. SHEARWALL SCHED. TYP. 1) @ OPENINGS UP TO 5'-�0" WIDE (1) T R I M M E R S T U D �
<br /> NQTE: FIRE AND SOUND NOTE: FfRE AND SOUND B E A M P E R P L A N B E A M P E R P L A N �2} C� O P E N I N G S 5'-1" & G R E A T E R o
<br /> RATING INFORMATION RER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWfSE PER PLA � ( �
<br /> , » > , » » _ , » `_
<br /> SCALE: 3 j4' - 1'-0 ARCH. SCALE: 3/4' - 1 -0 ARCH. SCALE: 3/4 - 1 -0 SCALE: NONE :I � H
<br /> � o
<br /> �6 TYPICA� PARTYWA�� � TYP CA� PARTYWA�� AT STEP 08 BUI�T UP BEANI Og TYP� CO�1N. TO WOOD BEA� 10 TYP. HDR. AT STRU�T. WA�� > �
<br /> �
<br /> - ___ w
<br /> UPPER WALL• Q �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS
<br /> UNLESS NANGER�/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS �� » _=-� `- Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148 X3.25 � �� � ¢
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS � 4 p,�, � m U
<br /> STAGGERED
<br /> FLOOR NAILING PER � t-
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WAL� L = HORIZQNTAL RUN ,�.�._��_.—�� W
<br /> 2X12 STRINGERS FOR L<84" ,, � �� � �
<br /> .. w ~
<br /> MST37 STRAP ' __ � 1.75X14 LVL STRINGERS FQR 84"<L<14 " ``�, � °- �
<br /> CONT. RIM JOIST �
<br /> 2X BLOCKING TYP. A35 �� � O i �
<br /> TOP PLATE TOP PLATE A TOP PLATES '',�,�
<br /> � BEAM BEAM BEYOND
<br /> ,- PER PLAN PER PLAN
<br /> - �
<br /> � � �
<br /> WALL STUD
<br /> _ _ - - _ _ _ -- - - - - - - - - � i 1/ ' MIN.
<br /> - - - - - - - - - - - - - - - - --__
<br /> - BLOCK FLQOR LANDING
<br /> �
<br /> - DIAPHRAGM EDGES STRINGERS �
<br /> _ _�_ �.� _____ { � " �n �
<br /> �P ��_ m.__�_.���-���_ __ _____ �___�._
<br /> .��
<br /> PROVIDE (4) LTP4 BEAM PER PL.AN PROVIDE (4} LTP4
<br /> EACH SIDE OF EACH SIDE OF � � �� �
<br /> BEAM BEAM BEAM PER PLAN (2) 8d TOENAILS (2) Sd TOENAILS 2X ( j�� 2X RIM JOIST I1�1 (III � • � O
<br /> EACH SIDE EACH SiDE PER PLAN
<br /> ( I(11 1111 � � �+
<br /> POST PER PLAN (2) STUDS U.N.O. 2x BLOCKING P.E.N. PER LOWER WALL � ��� �r� ���—� �'� �.
<br /> ON PLANS � �� �� �
<br /> BEAM/HDR � SIM. Q�
<br /> EXTERIOR WTERIOR WALI� AN6 CEILING � � W - 1NIDTH �/4" VERIFY � �
<br /> WALL WALL LOWER WALL:
<br /> PER ARCH. A (3) STRINGERS FOR W<42"
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" � N
<br /> TYP. TO P P�A TE TYP. TO P �LA TE f 4" = 1 -0 SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALI_ �-�1
<br /> SCALE: 3 ' °
<br /> � 0
<br /> 11 SP ICE AT F USH BEA�1 12 SP� CE AT DROPPED BEAM 13 BEAM TOE�IAI�E�1G 14 CA�1T �EVER FLOOR JOIST 15 TYP. STA R FRA�11f�G AT WA�� • � �
<br /> �
<br /> UPPER WALL: UPPER WALL: � �
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL � �
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDU�E SCHED. FOR UPPER WALL PER PLAN AND SCHEQl1LE t ' �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �9
<br /> r— FOR ALL FLASHING DETAILS � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL ;j��i��! POST - WRAP PER ARCH. �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES ��_ _� �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL �••� �
<br /> BEAM PER PLAN 1 3 f 4" PSL BLOCKING pIAPHRAGM NAILING 2X BLOCKING DIAPNRAGM NAILING —;, I ,�— 6X6 POST WITH ABU66 O �
<br /> �� �r
<br /> � �� �E� BEAM -- ALIGN WITN
<br /> - BLOCKING - � . . . . I � . . ;{I•• ` ; CENTER OF WOOD POST � � �
<br /> _ I � • ' BLO K FL OR __ '�{. �
<br /> DIAPHRAGM EDGES + ��; � �
<br /> � . � _ ��
<br /> � ._� _________� _�� __�_�____.___ .__ __.___._ __ � _.____�__�__ _�w_-�.�_.�_�_�_._._� . _ _.____._�_______._____�. _
<br /> 0
<br /> _____�.__ ____.__.�,__�._.______.___ __._w.�-- _ _._..__.�. ��___._.____���_,_____ � _ ,t � _',_ ___. __ -- -- ' ;� �-� � �
<br /> _ ________�__.._____�____.____ - - -.--______w_._____.__.
<br /> _ __ .�-,
<br /> � � � � __ __ _- _ �.,1
<br /> ��_.____..�_ �_�� ' N � � ,� �
<br /> SIMPSON A35 BLKG. BEAM/HDR @ SIM. t i � �; . '�; CV �
<br /> � �� JOIST —�' /\ � iif� � TRIM RE:ARCH. � � �
<br /> JOIST JOIST PER TO TQP PLATE BEYOND
<br /> PER PLAN PLAN - TYP, SPACING PER � t � ;kl' 'l;� � �
<br /> � PER PLAN P.E.N. RER LOWER WALL
<br /> ;�I I�; BEAM TO POST W/ EPC • �
<br /> SHEARWALL SCHEDULE PANEL SHEATING/NAILING � � F POST CAP �
<br /> ' (2) 0.228" DIA. Ledger�ok iiI I�i H-�1
<br /> SOFFIT RE: ARCH. TO MATCH LOWER WALL --� f FASTENERS W/ 2" MIN. s� E� � �
<br /> SHEARWALL BEYOND ' zff � Ii� �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. NOTES: CANT'L. JOIST r ; PENETRATION TO RIM AT r� i � �.,
<br /> SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING LOWER WALL: 24' O:C. STAGGERED t�I I;i � N
<br /> CEILING PLAN (TYP.) PER ARCH. PERRPLANSANDRSCHEDULE f �j i� � � W
<br /> PER ARCH. PER 13/S1.3
<br /> 2X LEDGER
<br /> ' NOTE:
<br /> LedgerLok Fasteners shall
<br /> be perlCC ESR-1078
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 j4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR
<br /> SCALE: 3/4" = 1'-0"
<br /> 16 SNEAR WALL TO BEANI 17 TYPICA� DRAG STRUT 18 �OW ROOF � g �OAD TRA�ISFER DETA � 20 TYP. SECT Of� AT DECK FR�1G. �
<br />
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