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<br /> BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARWG AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> w
<br /> 0
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER r-+
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEQULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.14&"X3.25" � 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MiN. 0.148"X3.25° � 6" O.C. MIN. 4'-0" �
<br /> i� —� , �
<br /> FLOOR SHEATHING AND NAILWG i� EDGE NAII�ING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. F1.00R SHEATHING AND NAILING � EDGE NAIUNG PER SCHED. FLQOR SHEATHING ANQ NAILING � EDGE NAILING PER SCHED. (20} 12d
<br /> � PER STRUCTURAL NOTES 51.0 � PER STRUC�URAL NOTES S1.0 PER STRUCTURA� NOTES S1.0 � PER STRUCTURAL NOTES S1.0 I ,� '
<br /> � RIM/BLOCKING TO TOP � RIM/BLOCKING TQ TOP �� RIM/BLOCKING TO TOP � RIM/BIOCKING TO TOP z �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL ,Ip PLATE PER SHEARWALL PLATE PER SHEARWALL — �, �
<br /> I� SCHEDULE - PRQVIDE ' SCHEDULE - PROVIDE SCHEDULE - PROVIDE I � SCHEDULE - PROVIDE U� r
<br /> ;I 1-L,
<br /> 0.148"X3.25" @ 6" O.C. MI { „ „ ,, i ,, ,,. . „ „ „ ,,. . ..;.�_- � -�_����.:��-�._.. .��;:�:��-�.-���.__--,��:�:�=_� i ._-__�. .
<br /> N• 0.148 X3,25 Q 6 O.G. MIN. 0.148 X3.25 C� 6 0.�. MIN. 0.148 X3.25 � 6 O.C. MIN. �
<br /> � �
<br /> � n � j � i ���
<br /> ��` "� ��� � � � \ � ���� � �� � � � �� � �
<br /> ii " � �\ � � O
<br /> � ; �;',, i; � � � � TOP PLA � � � �, I
<br /> .__.�__ _�__��.�.�__�.._.. .____._. _ __
<br /> , , „
<br /> �� A
<br /> � _-=�:d.. ___----�_�-.�____�__-�-�=r:-. _��_________..�.�� . . . . . . . . ___.-..____�_��__.._---- -- � __�.�_��-_..�.�_�. . . . . . . -_--•�—�_-r�--_�_�_____� � ��� _ _...._._ '_� _�_ _,�_. _ _.._. _.....,_ _.___� � a; �
<br /> __�: ��______� . _--------.- � U7 „� co
<br /> � ft 3 �
<br /> ( � �2
<br /> � � '
<br /> � EDGE NAILING PER SCHED. � —EDGE NAILING PER SCHED. [� EDGE NAILING PER SCNEQ. � - EDGE NAILING PER SCHED. iU � o
<br /> F R A M l N G P E R P L A N �� { �� i r_ � �
<br /> � BEARING AND/OR ' BEARING AND/OR !� BEARING AND/OR ��--BEARING AND f OR � a°�i
<br /> BLOCKING AT 48" O.C. �� SHEARWALL PER PLAN FRr1MING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN STUDS � �
<br /> � ADD RIM JOIST BLKG. '� � �� � � �
<br /> / NOTES: � ADD RIM JOIST/BLKG. ,� NOTES: ADD RIM JOIST/BLKG. i NOTES: � `�'
<br /> AS REQUIRED BY �� 1. SECUftE JOIST TO WALL F AS REQUIRE� BY i� 1. SECURE JOIST TO WALL AS REQUIRED BY f 1. SECURE JOIST TO WA�L � ° �
<br /> S H E A R W A L L S C H E D U L E W I T H 0.1 3 1"X 2.5" E A. S I D E, D D U B L E J O I S T S H E A R W A L L S C HEDULE ` WITH 0.131"X2.5" EA. SIQE, SHEARWALL SCHEDULE ? W I T H 0.1 3 1"X 2.5" E A. S I D E, � v �
<br /> 1 l/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. N O T E: � � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR ° AS SHOWN C� ALL EXTERIOR, s- o c�
<br /> NAIL TOP AND BOTTOM. NAILT OP AND BOTTOM. � � Q
<br /> PLUMBING, PARTY & SHEAR � �, �
<br /> SCALE: 3�4" _, 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" AND AT ROOF.
<br /> �.i
<br /> �1 EXTER OR WA�� TO ��ANI I�G 2 ] INTERIQR WA�� TO FRAI�I�IG 3 I�ITERIQR WA�� TO FRA� �1G 4 EXTERlOR WA�� TO FRAN1ai�G 5 TOP P�ATE SP� CE � �-- ' �
<br /> �-. � � � :. :. . ....;.�,�, '�..i.' ,.....;::....:;:::+:
<br /> f f. � 3 . � S h ..
<br /> JOISTS PERPENDICULAR JOISTS PARAL.LEL JOISTS PERPENDICUL.AR JOlSTS PARALLEL -y - t� . <
<br /> � PLATE NAILING PER � � �� }
<br /> PLATE NAILING PER SNEARWA�L SCHED. TYP. �_
<br /> .... <. . . .:: . ..:: ,
<br /> ;.F.`�
<br /> SM�ARWALL SCMED. T`(�. ;; a¢ SHEARWALL SHEATHING & ;f� � � :E � � �� . �
<br /> �; ;'; NAILING PER SCHEP. �� ':� NQTE: � ��
<br /> ' �� ' SEE DETAIL 6 THIS SHEET �
<br /> SHEARWALL SHEATHING & „ �; CONTINUE WA�L SHEATHING s:E "� 5 ``r�� N
<br /> NAILING PER SCNED. �1 '} FOft BALANCE TOP PLATE
<br /> `� �jc� a
<br /> � �3 LAP JOIST 4" AND ,y �, ��'��
<br /> _ ,; TO RIM W/ EDGE NAILING rR ,�
<br /> RfM TO TQP PLATE A35/LTP4 '� � ELSE PROVIDE RIM TO TOP ;.� ;; JOIST HANGER SPLICE SEE 5
<br /> i r1 ;� USE (3) 8d NAILS THIS SHT. � � : ' � a
<br /> PER SHEARWALL SCHED. �� �,� PLATE A35�LTP4 PER ;�: �., JOISTS � AT SOLID BLOCKING
<br /> ` � SHEARWAL�L SCHED. �i 3z �
<br /> I „ iA Si
<br /> �� �� ¢ 3i , TQ BEAM AT NON BEARING WAL�S � �, �° a �
<br /> PANEL BLOCKING � a
<br /> HEADERS - MAY BF_
<br /> �` � � �i� 1 ;�{ v � I � AS R�Q.
<br /> AT BEARING WALLS ATTACNED TO KING STUD ����6� , � ��
<br /> k } � � �s �, �
<br /> ' " o_ �` �`�,\/,� � HEADERS: W HUC HANGER OR A34/
<br /> . � � ;�. f= \ PLYWQOD PLYWOOD ��
<br /> �x� ST QS AT
<br /> j . . >,�` --�.�.. ___ _�.__�, � �; 'j _ __�__, . ����_ -,- � � 16" 0 C TYP • .
<br /> �f\� 2 2X8 C� 2X4 WALL.S A 5 CLIP•
<br /> . _
<br /> . fLt_-_-.t. �.-..-
<br /> �_.��_.---�-- =-j=--_r�__�_.��_ .__.,_ _.m_..;.,�.} ;,___,__ ___- :._�. .�v�_..�._-___-_--___.�_. ,_ � .. �,..�._ __-:._ -----,- -�- -_--�-� . . . �3� 2X8 C� 2X6 WALLS (2) 2X4 MIN.
<br /> U.N.Q UNLESS NOTED
<br /> , , ;-; c„ �� —
<br /> �a
<br /> .� �i fi �
<br /> �G k., - ; OTHERWIS E P E R P L A N o
<br /> �.ri �,; � � � .� z ��
<br /> JOIST PER PLAN TYP. ��� �� JOIST PER PLAN TYP. J � ;a� JOIST PER PLAN TYP. BUNDLED � � �
<br /> ��; . � �; JOISTS (2) 16d C� 12" � � � � o�
<br /> ._.,..��_,,�_��_�w�..�._�s.,..�4r.._ _�W_ ���_� �
<br /> "`� ��� �� PROVIDE INTERIOR CROSS � �;' � �� TYP. � � � �
<br /> „; °;; WALL OR BEAM AT 12' O.C. _"{ '� o N �-'
<br /> k KING STUD-TYP.
<br /> ���y `�� ELSE BLOCKING AT 6' Q.C. �.� :s' � �
<br /> FACE NAIL W/ �-
<br /> JOIST PER JOIST PER
<br /> (2) 16d � 12" O.C. � =i�
<br /> DOUBLE JOIST MIN. �E� ;; JOIST PER PLAN TYP. �{i ri �
<br /> � DOUBLE JOIST MIN. t�� �; PLAN PLAN TYP. w O
<br /> SHEATHING AND NAILING PER ��� `�! '° �' AT BEARING WALLS AT NON-BEARWG WALLS
<br /> S H E A R W A L L S C H E D. T Y P. �'�'' `{ SHEATHING ANQ NAILING PER i�= JOfST HANGER 2X BLOCKING T R I M M E R S T U D S: (1) T R I M M E R S T U D
<br /> SHEARWALL SCHED. TYP.
<br /> BEAM PER PLAN BEAM PER PLAN 1) � OPENINGS UP TO 5'-0" WIDE �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND �2) C� OPENINGS 5'�1" & GREATER p
<br /> � RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLA �
<br /> 0
<br /> SCALE: 3/4" = 1'-0„ ARCH. SCALE: 3/4" - 1>-0° ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE I � F:
<br /> �u��T uP �EAM °
<br /> � TYPI�A� PARTYWA��. �� TYP CA� PARTYWA�� AT STEP �8 9 TYP. CON�1. TO WOOD BEA►� 10 TYP. NDR. AT STRUCT. WA�� � �
<br /> 0 �
<br /> �
<br /> _ __—__ W
<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR QIMENSIONS ¢ �
<br /> UNLESS NANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING f SHEAR WALL AND BLOCKING REQUIREMENTS » � _-�� ~ Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCNED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148 X3.25' , � �
<br /> , iE m
<br /> SHALL BE ANCHORED Wj(4) 8d TOENAILS S�TAGG�E ED '� �"
<br /> FLOOR NAILING PER L = HORfZONTAL RUN r-��,-�—�-- ~ w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL 2X12 STRINGERS FOR L<84" . �� W
<br /> �
<br /> MST37 STRAP 1.75X14 �VL STRINGERS FOR 84"<L<14 " ``-�, � �- �
<br /> � CONT. RIM JOIST — — � — A35 `����. cO �
<br /> �`_•, � � W
<br /> 2X BLOCKING TYP. �
<br /> TQP PLATE TOP PLATE A TOP PLATES
<br /> � g�AM BEYOND '
<br /> BEAM
<br /> PER PLAN PER PLAN �
<br /> T �T _Tl � _
<br /> � WALL STUD
<br /> - - - - - - - - - - - - - - - - I 1/�,'�,MfN.
<br /> _ - - - - - - -- - - - - - - - -
<br /> BLOCK FLOOR �
<br /> -- DIAPHRAGM EDGES � rLANDING �
<br /> __. __
<br /> STRINGERS �
<br /> _^.�_ �
<br /> -_���_ -__ _.-.�_._._.____. � �
<br /> PROVIDE (4) LTP4 sEAM PER PLAN PROVIDE (4) LTP4 -�-===--- ---- �=-=� --__.�.�.�:_._.:_._.__.�______.
<br /> I I � �- �
<br /> EACH SIDE OF EACH SIQE OF }
<br />� BEAM BEAM BEAM PER PLAN (2) 8d TOENAILS (2) 8d TOENAILS 2x �I� ��
<br /> EACH SIDE EACH SIDE — PER PLAN # � 2X RIM JOIST j I`II Illf • �I (� '
<br /> � �� ilil Illl , � r---�
<br /> POST PER PLAN (2} STUDS U.N.O. 2x BLOCKING , s -------e-�--- ---r,��.,._____.._ �� �
<br /> ON PLANS ` P.E.N. PER LOWER WA�L ��----�--�--�-��-----��� A � l �
<br /> BEAM/HDR � SIM. V./ Q�
<br /> EXTERIOR INTERIOR � I p I I � W - 1MIDTH �/4" VERIFY �
<br /> WALL WALL WALL AND CEI�ING LQWER WAL.L: � �
<br /> PER ARCN. A (3) STRINGERS FOR W<42
<br /> sEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" � C�
<br /> SCALE: 3�4 = 1 -0 TRUSSES PERPENQICULAR ELEVATION RT WALL SECTION A-A AT WALC �
<br /> TYP. TOP P�ATE TYP. TOP P�ATE S�A�E; 3�4�� = 1�-0° o
<br /> �
<br /> 11 SP�ICE AT F��SN BEAM 12 SP�ICE AT DROPPED BEANI 13 BEA(� TDE�IA �ING 14 CANT �EVER F�OOR JO ST 15 TYP. STA R �RAMI�IG AT WA�� • �
<br /> �
<br /> � UPPER NtALL: UPPER WALL: � �
<br /> WALL PLATE NAILING PER BEARING/SNERR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL � Q
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER NlALL PER PLAN AND SCHEDULE �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL
<br /> FOR ALL FLASNING DETAILS � �
<br /> FLOOR NAILING PER P.E,N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL �_--� '
<br /> STRUCTURA� NOTES I DRAG STRUT PER PLAN POST - WRAP PER ARCH.
<br /> STRUCTURAL NOTES i� }��` ���� �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL '-�-���'� �
<br /> �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPNRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING q ;�� — 6X6 POST WITH ABU66 �
<br /> if� �i o
<br /> ' I BLOCKING $ � . . �t�: °• ;� CENTER OF WOOD POST O � �
<br /> � si j, BEAM - ALIGN WITN
<br /> ( • BLO K FL OR — - -- T '�, � O
<br /> � \�� \ . _=-- QIAPHRAGM EDGES � � � �
<br /> — - --
<br /> ..._ �__ ____�___ _._�_��__�__� ___���.._._ ..�._.._.�. -
<br /> _..m__..._ __._�__.� _ _. �_d��_�..._,_____._____�.___._�.� _ __._�__"___ ____V�...__.___.__�_____.___� _�_.________..________�_._.__..__.. _____.__._ ___.____.--------.__------- Q} -_ ---- -- - - _ ' k:��
<br /> >
<br /> .
<br /> . ..._.. � ^ _. _ _- -- --- },� �'� �
<br /> !�'r°'i � '
<br /> _ _� _ _
<br /> _--_ —_— ;:�.j�
<br /> � � '��� BEAM�HDR t� SIM. � `�' �� t � W �
<br /> � � � SIMPSON A35 BLKG. � —��; � �,� �-��:�� � �
<br /> �� TRIM RE:ARCH. �
<br /> JOIST JOIST PER TO TOP PLaTE BEYOND � �� JOIST � � ,��. ,�j; � �
<br /> PER PLAN PLAN = TYP. � SPACING PER ; — PER PLAN P.E.N. PER LOWER WALL �� i
<br /> , �iI Iis BEAM TO POST W� EPC • � �
<br /> SHEARWALL SCHEDULE � PANEL SHEATING/NAILING i 2 0.228 DIA. Led erLok
<br /> �� �� POST CAP ^
<br /> � � SQFFIT RE: ARCH. � ) 9 �tI Iii �� �
<br /> � TO MATCH LOWER WALL � + FASTENERS W/ 2" MIN. '� {i }'
<br /> SHEARWALL BEYOND ; , ��I I�; 4�
<br /> HOLDOWN STRAP PER SNEAft WALL SCHED. NOTES: 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 i�l Iii N
<br /> � � BEARING/SHEAR WALL i; �%. ��T� �
<br /> PER ARCH. PER 13/S1.3 PER ARCN. PER PLAN AND SCHEDULE � wl W
<br /> 2X LEDGER -
<br /> NOTE: '
<br />� LedgerLok Fasteners shalf � �
<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: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SNEAR WA�� TO BEAM 17 TYP CA�.. DRAG STRUT 18 �OW ROOF 19 �OAD TRA�ISFER DETA I� 20 TYP. SECTI0�1 AT DECK FRMG. �
<br />
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