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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 PIAN SHEARWALL PER PLAN -
<br /> a�
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SNEARWALL SCHEDULE SHEARWAL� SCNEQULE SHEARWALL SCNEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. 4'-0" •
<br /> �
<br /> FLOOR SHEATHING AND NAILWG EDGE NAILlNG PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLQOR SNEATHING AND NAILING EDGE NAILING PER SCHED. (20) 12d �
<br /> PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 j PER STRUCTURAL NOTES S1.0 ' °�'
<br /> RIM/BLOCKING TO TOP � RIM/BLOCKING TO T�P � RIM jBLOCKING TO TOP RIM/BLOCKING TO TOP � �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL PLATE RER SHEARWAL� PLATE PER SNEARWALL - � ^
<br /> �� SCHEDULE - PROVIDE � i SCHEDULE - PROVIDE SCHEDULE - PROVIDE � � _ SCHEDULE - PROVIDE �
<br /> 1 w
<br /> a 8„ ,,. „ » „ ... . . . . . . . . . . „ „ 0.148"X3.25" Q 6" O.C. MIN. . � ;_,_.m-z_ --��<�ti:��.� � :__..�s�_��,��_,.��_,;--< ,_ t�s�.���.
<br /> „ 14 X3 25 C� 6 O.C. MIN. 0.148 X3,25 @ 6 O.C. MIN. � A 0.148 X3.25" C� 6 O.C. MIN. , { � � � } � �
<br /> - "; ''�� ;'; + I� i ! � E \ j o c�o
<br /> i ! ;i, !; ' I \1 � TOP PLA � � i� ' � � �
<br /> __�a __�.______.----�. .�,_._ . .� .� _. _ .__ ___ ,__. .
<br /> _______ �__-_--- ---- - --- -- ------- U)
<br /> �----- - ___�_ _____.____e�___.__ _v____.__._� __rt
<br /> �_________�.�_sa_. . .� __.�..�.�, __ _.�.�..�... _.�....
<br /> -- --------.._.�_.._._-___—_____-_ _�.___ .�_.� � � �._.� _ ..� _ .� _, �, ._..
<br /> �,. �---__ _ � _.__--- -r - _ ..�_. __.
<br /> _ __ _ _ _
<br /> �
<br /> „ � I� � � �
<br /> �.
<br /> .a _._
<br /> x �� i � � � �
<br /> EDGE NAILING PER SCHED. � —EDGE NAILING PER SCHED. ' —EDGE NAILING PER SCHED. —EDGE NAILING PER SCHED. � o
<br /> FRAMING PER PLAN �, ' �- -� �
<br /> � BEARING AND/OR ( BEARING AND/OR �� QEARING AND/OR � BEARING AND/QR � � �
<br /> BLOCKING AT 48" O.C. � SHEARWALL PER PLAN FRAMWG PER PLAN SHEARWALL PER PLAN FRAMWG PER PLAN �� SHEARWA�L PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN STUDS W � ^
<br /> ADD RIM JOIST/BLKG. 1 NOTES: � ADD RIM JOIST/B�KG. �� NOTES: ADD RIM JOIST/BLKG. � NOTES: _ � ?
<br /> AS REQUIRED BY �i� � 1. SECURE JOIST TO WALL � AS REQUIRED BY � 1. SECURE JOIST TO WALL AS REQUfRED BY � 1. SECURE JOIST TO WALL � ° �
<br /> SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, SHERRWALL SCHEDULE WITH 0.131'�X2.5" EA. SIDE, � � �
<br /> 1 1/2" M1N. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. NQ�: -� � � ,
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL " PARALLEL PERPENDICULAR PERPENDICULAR ' AS SHOWN C� ALL EXTERIOR, � a co
<br /> BLKG. WITH Q.131 X2.5 JOIST WITH 0.131'X2.5 -�-� � Q
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM, � � � �
<br /> PLUMBING, PARTY &
<br /> , , „ , „ , , , , AND AT ROOF.
<br /> SCALE: 3/4' - 1 -fl" SCALE: 3/4 = 1'-0" SCALE: 3 f 4" = 1 -4 SCALE: 3 f 4" = 1 -0" SCALE: 3�4' = 1 -0' ; :
<br /> ¢
<br /> � y � Y.:;'
<br /> [�1 EXTERIOR WA�� TO FRAN1 NG [� If�TERfOR WA�� TO FRAN11�lG � I�ITERIQR WA�� TO FRANIING �4 EXTERIOR WAL� TO FRAMI�IG � TOP P�ATE SP�ICE � : �--- � ��& f� � :
<br /> '�t i: � i �i �.. �5 t
<br /> JOISTS PERPENDICUI.AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL - P
<br /> , ,
<br /> PLATE NAILING PER � �,�"3 y =� ` `
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. � �
<br /> �
<br /> SHEARWALL SCHEQ. TYP. ,. - , � SHEARWALL SHEATHING & ,b ,
<br /> ,�. ,
<br /> SHEARWALL SHEATNING & i�: �;! NAILING PER SCHED. �!, ; NQTE: ,
<br /> {.L j `\�
<br /> SEE DETAIL 6 THIS SNEET
<br /> NAILING PER SCHED. '� aj CONTINUE WALI_ SHEATNING ,:; f; S '��r(r �
<br /> �.� ��� � {t� �� FOR BALANCE I�
<br /> ,� �; TO RIM W� EDGE NAILING ;; ;,� LAP JOIST 4" AND TOP PLATE ,� ���� �
<br /> RIM TO TOP PLATE A35 LTP4 � {< ELSE PROVIDE RIM TO TOP `e ;� JOIST HANGER ,�, �a ,
<br /> PER SHEARWA�L SCHED/ a` � � �� I '" USE (3) 8d NAILS SPIICE SEE 5
<br /> :-�. ;.; PLATE A35 LTP4 PER ;r ,.; JOISTS TNIS SHT. � �' � � �
<br /> AT SOLID BLOCKING � . a �
<br /> �_ ,i SHEARWALL SCHED. � ���� �1 � � TO BEAM AT NON BEARING WALLS � �, � '�` � o
<br /> "' Q �: PANEL BLOCKING HEADERS - MAY BE ��, , �'�
<br /> �:s �
<br /> �� � t� � o- �,; �3 � � AS REQ. AT BEARING WALLS ATTACHED TO KING S7UD �� `�6� s� � '
<br /> F�' � \ � `' ;` PLYWOOD PLYWOQD �
<br /> ' � � HEADERS: W/HUC HANGER OR A34/ `�b�
<br /> �_�_ ___�����_���.__�,_�__�u__ _�__�vH__�____.; F�_- �=::_ _�_:..:.�._��:;m�--�w��_:_�___�_�._. � " - \ --,_ ___� . _.__, .._� � STUDS AT 2 2X8 C� 2X4 WALLS A35 CLIP:
<br /> r �e? ,!; �. �__ _ �� � ,= i�:_�.w_____.:_ __._ti_ _______ ___�.�.__ _�_�._� _ �3� 2X8 Q 2X6 WALLS (2) 2X4 MIN.
<br /> '(' '; .{ 16' O.G. TYP.
<br /> ' '� `i U.N.O. UNLESS NOTED
<br /> OTHERWISE PER PLAN �" �, �
<br /> isi •� . a.a - .
<br /> JOIST PER PLAN TYP. ¢�� �= JOIST PER PLAN TYP. �� JOIST PER PLAN TYP. B��S�SE� (2) 16d @ 12" � - � � z o '
<br /> #,{ 4 i
<br /> � ° � � PROVIDE INTERIOR CROSS ;�, t,� �
<br /> ��� ��� __.__,__�__a_ ��__. _ __-_ �� j—
<br /> (.`_ � ?:i �� TYP. E q cv � N
<br /> ,'�' ���; WALL OR BEAM AT 12' O.C. .�; � ��;� KING STUD-TYP. � � �
<br /> ,� �rz �;, rs F A C E N A I L t N/ o � �
<br /> ELSE BLOCKING AT 6 O.C. _§ ; JOIST PER JOIST PER (2) 16d Q 12 O.C. -� �
<br /> DOUBLE JOIST MI�1. "� �
<br /> ,�; °; JOIST PER P�AN TYP. ��F�r ;; PLAN PLAN TYP. � °� �
<br /> ;�y � DOUBLE JOIST MIN. f}{ t� AT BEARING WALLS � AT NON-BEARING WALLS � ��
<br /> SHEATHING AND NAILWG PER �;:.� �:� SHEATNING AND NAILWG PER ��� '�� JOIST HANGER� 2X BLOCKING � � � TRIMMER STUDS: (1} TRIMMER STUD �
<br /> � SHEARWALL SCHED. TYP. � SHEARWALL SGHED. TYP. � ' ' � co �
<br /> 1 C� OPENINGS UP TO 5-0' WIDE
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN �2� � OPENINGS 5'-1" & GREATER a
<br /> RATING INFOftMATIQN PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLA�I I � �
<br /> �
<br /> SCALE: 3/4" = 1'-0" ARCN, SCALE: 3/4" - t�_��> ARCH. SCALE: 3 f 4'� = 1�-0" SCALE: NONF 1 ( o �
<br /> � o
<br /> �6 TYPICA� PARTYUVAI�� �7 TYP CA� PARTYWA�� AT STEP 08 B�J �T �JP BEAM Og TYP� CO�If�. TO WOOD BEANI 10 TYP. NDR. AT STRUCT. WA�� � � �
<br /> _ _ _ �
<br /> UPPER WALL• Q �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS ,- .
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAfLING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS �� I--------- F- Q
<br /> ON PLANS, BEAMS BEARfNG ON STUQ WALLS SCHED. FOR UPPER WALL PER PLAN ANQ SCHEDULE 0.148 X3.25" � v
<br /> �� m
<br /> SHALL BE ANCNORED W/(4) 8d TOENAILS Q 4 O.C. � �
<br /> FLOOR NAILING PER STAGGERED �
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTAL RUN ��=.-�.--...-� w .
<br /> 2X12 STRINGERS FOR L<84" ,.` J �� � �
<br /> MST37 STRAP �1.75X14 LVL STRINGERS EOR 84"<L<14 " �``�._ �, °- �
<br /> 2X BLOCKING TYP. CONT. RIM JOIST — — A35 �,"�,,� � O i 2
<br /> TOP PLATE TOP PLRTE A TOP PLATES �'�•^, z �
<br /> BEYOND
<br /> BEAM BEAM ,
<br /> PER PLAN PER PLAN �
<br /> --=3 �---- �
<br /> _
<br /> - - - - - - - - i -
<br /> - - - - -
<br /> _ _ _ � _ - _ - - - - -
<br /> I 1/�'�,MIN. �
<br /> __ _ BLOCK FLOOR �LANDING �
<br /> --- DIAPHRAGM EDGES
<br /> __ ___ � ( STRINGERS
<br /> �. ____ _ ��-�=,� ---Y:_4--Y.;--��--� ,_v�.�._»___-_. �--n��-=-�
<br /> t �
<br /> �
<br /> PROVIDE (4) LTP4 BEAM PER PIAN PROVIDE (4} LTP4 � �� , �� � �
<br /> EACH SIDE OF tFiCN SIDE OF (2) 8d TOENAILS (2) 8d TOFNAILS 2x i ��� � �
<br /> BEAM BEAM BEAM PER PLAN - t , 2X RIM JQIST �� IIII IIII � � � �
<br /> EACH SIDE EACH SIDE PER PLAN � �
<br /> i� Illl Illl � � ,-�
<br /> (2) STUDS U.N.O. 2x BLOCKING P.E.N. PER LOWER WAIL �=a .�__���-- � ��i � � �•
<br /> POST PER PLAN � �� �� ^ l
<br /> ON PLANS BEAM/HDR � SIM. t� —�� VJ Q�
<br /> EXTERIOR INTERIOR WALL AND CEILING � � � � W = WIDTH �/4" VERIFY � �
<br /> WALL WALL PER ARCH. LOWER WAI.L: q � (3) STRINGERS FOR W<42"
<br /> BEARING/SHEAR WALL ..
<br /> _ PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" � Q�
<br /> TYP. TO P P�A TE TYP. TO� P�A TE SCALE: 3 4" = 1' 0" TftUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �
<br /> SCALE: 3J4" = 1'-0" � �
<br /> 11 SP�ICE AT F�USH BEA�i 12 SP� CE AT DROPPED BEAN1 13 BEAN1 TOE�JA � �1G 14 CA�ITI�E�/ER F�OOR JO ST 15 TYP. STAIR �RA�1 I�G AT WA�� • � �
<br /> UPPER WALL: UPPER WALL: �
<br /> WALL PLATE NAILING PEft BEARING/SHEAR WALL WALL. PLATE NAILING PER BEARING/SHEAR WALL � O
<br /> SCHED. FOR UPPER WALL P�R PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE c , �
<br /> NOTE: NQ WALL ABQVE AT SIM. SEE ARCHITECTURAL �1
<br /> FOR ALL FLASHING QETAILS � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL � CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WA�� E� �� POST - WRAP PER ARCH. �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES �
<br /> ,� � �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL '�=_" -
<br /> BEAM PER PL.AN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING �; I ,•,- 6X6 POST WITH ABU66. � �
<br /> ' � ii� i� BEAM - ALIGN WITH � (�
<br /> BLOCKING � . . . . � _ . . ii . ,E
<br /> . CENTER OF WOOD POST �� � O
<br /> � � BLO K FL OR � �
<br /> I =---_ � • • � DIAPHRAGM EDGES - - �- � � � � �
<br /> �' , � � - -- :� �
<br /> _ .�. � _ __.�.� __. ._ �, _ __ _.._._.____�.__.�_ ._ �--.__�_._�.__.-___._..�__�.�._� �
<br /> � _ ___ -. __ ___ - `,� l,.,,.� � �
<br /> �._W.__._.________�__�____u.��_ �__._____----_..._.___d_�._�_e__�=______�-----�- __ .__ _ - -_:� ;
<br /> __W��___ __._��_�________w___._ __�_._.�. ____�__�..___�.____�_._,�._.._.�___.� -. w .__.:M_-—:�� _ � ,�
<br /> �
<br /> I � � � � � BEAM/HDR Q SIM. � � � ,f � r�-1 �
<br /> SIMPSON A35 B�KG. � ! .- �t - •r;x (�1 Rj
<br /> JOIST JOIST PER TO TOP PLATE BEYOND � �� JOIST �� /� � ��i. .�sr TRfM RE:ARCH. �
<br /> PER PLAN PLAN - TYP. � SPACING PER � � PER PLAN P.E.N. PER LOWER WALL � �r ;y � � � �
<br /> , � ,il I,� BEAM TO POST W/ EPC �
<br /> � ! SHEARWALL SCHEDULE � SO�FIT RE: ARCH. PANEL SHEATING/NAILING � ; (2) 0.228" DIA. LedgerLok iiI Iii POST CAP � � ^
<br /> � ' TO MATCH LOWER WALL ----, ; FASTENERS W/ 2" MIN. �� E+ �
<br /> �� � SHEARWALL BEYOND NOTES: � � � ij� ( ��� � � � �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT L. JOIST PENETRATION TO RIM AT
<br /> CEILING PLAN (TYP. SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING �OWER WALL: � 24" O.C. STAGGERED tiI IEi � 4�
<br /> ) BEARING�SHEAR WALL ; ;� `� � � w
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE
<br /> 2X LEDGER
<br /> NOTE:
<br /> LedgerLok Fqsteners shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-Q" SCALE: 3�4" = 1'-0" JOIST PERPENDICULAR SCA�E: 3 f 4" = 1'-0" JOIST PERPENDICULAR SCALE: 3 j4" - 1'-0"
<br /> 16 SHEAR WAI�� TO BEANI 17 TYPICA� DRAG STRUT 18 �OW ROOF 1 g LOAD TRA�ISFER DETAI� 2� TYP. SECTIOI� AT DECK FRN1G. �
<br />
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