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<br /> BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWA�L PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> �
<br /> o •
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �-+
<br /> (3) Q.148" X 3° SHEARWAI.L SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE $HEARWALL SCHEDULE �
<br /> 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. 0.148"X3.25" C� 6" O.C. MIN. 4'-0" �
<br /> FLOOR SHEATHING AND NAILING I� � � � �
<br /> �� EDGE NAILING PER SCHED. FLOOR SNEATHING AND NAILING : EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHlNG AND NAILING EDGE NAILING PER SCHED. (2p) 12d
<br /> PER STRUCTURAL NOTES S1.0 � P�R STRUCTURAL NOTES 51.0 `' PER STRUCTURAL NOTES S1.0 j PER STRUCTURAL NOTES S1.0 U °�
<br /> ftIM f BLOCKING TO TOP I RIM/BLOCKING TQ TOP � RIM/BLOCKING TO TOP � RfM�BLOCKING TO TOP �
<br /> � PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SHEARWALL z � ^ �
<br /> ( j� SCHEDULE - PROVIDE � ; SCHEDU�E - PROVIDE i SCHEDULE - PROVIDE � ; SCHEDULE - PROVIDE � �
<br /> 0.148"X3.25' C� 6 O.C. MIN.. . . . . 4 » " Q 6" O.C. MIN. . . . . . . . . 0:148"X3.25" @ 6" O.C. I . 0.148"X3.25" 0 6" O:C. MIN. �.�_._�.�,�_.�_���- ��- :�� _-� -Y-�.--��-,_ . . .
<br /> ; 0.1 8 X3,25 � M N 0. _.� -� � ,.�
<br /> ;�, ;i ii � � f � � !� '' , o �
<br /> l ��k �� { � � rr-�
<br /> 1 1 , �l/
<br /> Il II � �
<br /> �; � �, � � I � i � TOP PLA � � � �
<br /> `
<br /> �_____m ___.._________._� _
<br /> _______.�_�.__ .____. __-_ w____n._ _.__�____....___u_.._ _..�_._..___.r ._._ __�..�
<br /> .�.. ._ _ __ ��_ _._
<br /> � � � �
<br /> .___.�._ . � �� �.. .
<br /> ` ` .�.
<br /> .
<br /> - _ ______._._ �.— �_____�._.__.____ ___�---�_-�. _--__� __�. � _�.___.
<br /> ���_._�._�._.��i;------��-
<br /> �.�.._�� �� � (�^ _ ____ �. _ � � �._ _ � � �
<br /> i '
<br /> EDGE NAILING PER SCHED. � —EDGE NAILING PER SCHED. �d EDGE NAILWG PER SCHED. EDGE NAILING PER SCHED. Q) o
<br /> FRAMING PER PLAN �' � �� � � �
<br /> �(� BEARING AND/OR ( BEARING AND/OR � BEARING AND/OR BEARING AND/OR � �
<br /> BLOCKWG AT 48 O.C. !� SNEARWALL PER P�AN FRAMING PER PLAN � SNEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN STUDS W �
<br /> �
<br /> ADD RIM JOIST/BLKG. � NQTES: � ADD RIM JOISTiBLKG. � NOTES: ADD RIM JOIST/BI.KG. NOTES: _ � ?
<br /> AS REQUIR�D BY �� 1. SECURE JOIST TO WALL a AS REQUIRED BY �� 1. SECURE JOIST TO WALI. AS REQUIRED BY 1. SECURE JOIST TO WALI. � ° � '
<br /> S H E A R W A L L S C H E D U L E W I T N Q.1 3 1 X 2.5" E A. S I D E, D O U B L E J O I S T ; S H E A R W A L L S C H E D U L E WITN 0.131"X2.5" EA. SIDE, SHEAR WA 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, � � �
<br /> 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. NQTE: � � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST T0 SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITN 0.131"X2.5 PARALLEL PERPENDICIJLAR PERPENDICULAR AS SHOWN C� ALL EXTERIOR, � o co
<br /> NAIL TOP AND BOTTOM. NAILT OP AND�BOTTOM, � � �
<br /> PLUMBING, PARTY & SNEAR
<br /> SCALE: 3/�" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-0" AND AT ROOF. ,
<br /> 1 EXTERIOR WAL�. TO FRA�II�1G 2 f �-- � r��� ' £
<br /> 0 [� �1 T E R I O R W A � T O F R A�i �l G 3 I�1 T E R I Q R W A I� T O F�A�1 �1 G 4 E X T E R I O� W A�� T O F�A�1 �1 G 5 T Q P P�A T E S P�I C E ,��w�4�, Y
<br /> ❑ �� � � ::: �
<br />� ����: �
<br /> JOISTS PERPENDICU�AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARA�LEL -� - �
<br /> : ., �
<br /> PLATE NAILiNG PER
<br /> ,' � � ;�
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP,
<br /> ,.,..,�... ,...,.,..., ......9.` .�:..;.,i 5 �ir_S r
<br /> SNEARWALL SCHED. TYP. ,. SHEARWALL SHEATHING & 7= ��
<br /> �,�._�
<br /> "; �, NAILING PER SCHED. ��=� '; � �
<br /> �. y : NQTE: , _ �
<br /> SHEARWALL SHEATHING & �� "� tr � SEE DETAIL 6 THIS SHEET �
<br /> 5 �� �,
<br /> NAILING PER SCHED. " " CONTINUE WALL SHEATHING " Rr FOR BALANCE � lu a
<br /> �� ,,
<br /> ��� ;.� TO RIM W� EDGE NAILING r� a3 � � � ��
<br /> ,.,
<br /> RfM T� TOP PLATE A35/�TP4 ; �, ELSE PROVIDE RIM TO TOP ,:,; ! JOIST HANGER LAP JOIST 4" AND �OP� �LA SEE 5 '4 �" �`��`�
<br /> USE (3) 8d NAILS � �i
<br /> PER SHEARWALL SCHED. ` AT SOLID BLOCKING � : " a �
<br /> ;� ;� PLATE A35 LTP4 PER `�; >; JOISTS a
<br /> / �t „ THfS SHT. c� �
<br /> , �; v; SHEARWA�L SCHED, z ;; ;t TO BEAM AT NON BEARING WAL�S � ��, �° Q
<br /> F�; J ;, ;.., PANEL BLOCKING � �.
<br /> '� � ;;: ;I AS REQ. HEADERS - MAY BE � � �
<br /> � f � � ,� � �.::1 � 1 � AT B�ARING WALLS ATTACHED TO KING STUD �� `�b � �
<br /> ,
<br /> �
<br /> �
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<br /> -: `� --- _\___:w..�_.,�w�__:,.Ms-���::;_�___<-T;a�_. �, �t 'rv�_____\�_w._;. n»,�.�w_...._�__-_-.�.:_._��H PLYWOOD PLYWOOD
<br /> STIJDS AT NEADERS: W/HUC HANGER OR A34/ ���
<br /> � �I _ 2 2X8 Q 2X4 WALLS A35 CLIP:
<br /> ,Y � � � � (2) 2X4 MIN,
<br /> � _ __.__�m�___�._�....._�,. __,��_ .____�______ ; f=: � � :y ,� � 16 O.C. TYP. 3 2X8 � 2X6 WALIS
<br /> �_: � ,� U.N.O.
<br /> � ��! � _ � UNI,ESS NQT�D � '
<br /> � a t;
<br /> g; #{ ',�Y OTHfRWISE PER PLAN � o �
<br /> >' _ �,s
<br /> JOIST PER PLAN TYP. �:�� �.� ,,,., » .� � z �
<br /> �� .;� JOIST PER PLAN TYP. ;; JQIST PER PLAN TYP. BiSDSED � > � � \ � o
<br /> ( ' 2 16d � 12 � q N � N
<br /> 61� ��
<br /> . ,u�h.�...,_='-- — --.—_. tl'
<br /> fr �" PROUIDE INTERIOR CROSS r� � ��� �? '� TYP. �
<br /> �;� `�, WALL OR BEAM AT 12' O.C. "��� �`� �
<br /> KING ST D-TYP. � �
<br /> FACE NAIL W/
<br /> �a` i3 a- ,� Q N
<br /> DOUBLE JQIST MIN. i�i ;:i ELSE BL4CKING AT 6' O.C. ;i: ;�; JOIST PER JOIST PER (2) 16d Q 12" O.C. � �
<br /> 'S` r� JOIST PER PLAN TYP. ".s •f' PLAN PLAN TYP. a �
<br /> ;,:� `�-� QOUBLE JOIST MIN. ;fi '�;�:; AT BEARING WALLS AT NON-BEARING WALLS �
<br /> SHEATHING AND NAILING PER �; `F:� 'si `�'� �'' �'
<br /> �' SHEATHING AND NAILING PER ��W � ! JOIST NANGER 2X BLQCKING
<br /> SHEARWALL SCHED. TYP. � TRIMMER STUDS; (1) TRIMMER STUD
<br /> SHEARWALL SCNED. TYP.
<br /> BEAM PER PLAN BEAM PER P�AN 1) Q OPENINGS UP TO 5'-0" WIDE �
<br /> NQTE: FIRE AND SOUND NOTE: FIRE AND SOUND �2) C� OPENINGS 5'-1" & GREATER o
<br /> RATING INFaRMATION PER RATING INFORMATION PER A: FLUSH BEAM B; DROPPED BEAM UNLESS NOTED OTHERWISE PER PLA e
<br /> » _ � �� ARCH. ,> ARCH. » � » -� � c? •
<br /> SCALE: 3 f 4 - 1 -0 - SCALE: 3/4" = 1'-0 SCALE: 3/4 - 1 -0 SCALE: NONE 2 H
<br /> BU �T UP BEA� � �
<br /> 06 TYP CA PARTYWA�� 07 TYPICA� PARTYWA�� AT STEP ❑8 9 TYP� C0�J�1. T0 WOOD BEAN1 10 TYP� HDR. AT STRUCT. WA�� W
<br /> _ ----
<br /> 0 �
<br /> _ �,
<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR DIMENSIONS ¢ �
<br /> UNLESS HANGERS HARDWARE ARE SHQWN WALL PLATE NAILING PER BEARING/SHEAR WALL � q
<br /> / AND BLOCKING REQUIREMENTS _
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148°X3.25'� � ¢ •
<br /> Q 4" O.C. � m v
<br /> SHALL BE ANCHORED Wj(4) 8d TOENAILS FLOOR NAILING PER STAGGERED �
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTAL RUN �_ '-
<br /> » � T" � �
<br /> 2X12 STRINGERS FOR L<84 , �� � �
<br /> w
<br /> � MST37 STRAP 1.75X14 LVL STRINGERS FOR $4"<L<14 " �" �, n- �
<br /> '��5
<br /> — �
<br /> CONT. RIM JOIST — — � — A35 � ���, CO � � �
<br /> 2X BLOCKING TYP. TOP FLATES
<br /> TOP PLATE TOP PLATE A ��`-4,.
<br /> � BEAM BEAM
<br /> BEYOND
<br /> PER PLAN PER PLAN
<br />. � � �
<br /> - - - - - - _ _ _ - - - �. _ _ _ WALL STUD
<br /> -
<br /> - - - - - - - - �
<br /> � - - - - - - - -
<br /> � � � 1/ ' MIN.
<br /> _ __ � BLOCK FLOOR LANpING �
<br /> • � DfAPHRAGM EDGES STRINGERS �
<br /> -
<br /> � _. .
<br /> _ _._---�
<br /> __W.�___�� _._,.�...,_--._.,__�___._.... ,_.__
<br /> �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4} LTP4 � � ����� ( ( I � �
<br /> EACH SIDE QF EACH SIDE OF (2) 8d TOENAILS (2) 8d TOENAILS 2x � lI� 4 � � O
<br /> BEAM BEAM BEAM PER PLAN E A C H S I D E E A C H S I D E P E R P L A N 2X RIM JOIST 1 E� IIII (�I � ' �
<br /> � I ;� I ll l I l l l t � �-+ .
<br /> POST PER PLAN (2) STUDS U.N.O. 2x BLOCKING ' �;��������� =�� -- � •�� �
<br /> ON P�ANS � P.E.N. PER LOWER WALL I ����� � ^ l �.
<br /> � BEAM/HDR C� SIM. - �� ; �1J Q,�
<br /> INTERIOR WALL AND CEILING �r W = WIDTH .�Z� � �
<br /> EXTERIQR �A�� LOWER WALL: 4" VERIFY
<br /> WALL PER ARCH. A (3) STRWGERS FOR W<42"
<br /> BEARINGjSHEAR WALL,
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" N
<br /> SCALE: 3�4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WAL� SECTION A-A AT WALL � �
<br /> TYP� TQP P�ATE TYP. TOP P�ATE SCALE: 3/4�� = ,�-o�� o �
<br /> 11 SP�ICE AT F�USN BEA�1 12 SPLfCE AT DROPPED BEAM 13 BEAN1 TOE�IA �f�1G 14 CAf�TI�EVER F OQR JO ST 15 TYP. STA R �RAN11�1G AT WA��
<br /> . � ,.�
<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 SGHEDULE SCHED. FQR UPPER WALL — PER PLAN AND SCHEDULE c ' �
<br /> NOTE: NO WAL� ABOVE AT SIM. SEE ARCHITECTURAL �9
<br /> - FOR ALI. FLASNING DETAILS � �
<br /> �LOOR NAlLING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL i��j'" `� POST - WRAP PER ARCH. � �
<br /> STRUCTURAL NOTES �� `� �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN '� "
<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 «- 6X6 POST WITH ABU66 � •
<br /> � �
<br /> I � ���. . I�s BEAM - ALIGN WITH �
<br /> BLOCKING � . I � . . ;i . . ;� GENTER OF WOOD POST o
<br /> � � �
<br /> BLO K FL OR �} � r� �
<br /> ,� �"�1
<br /> ' � \ . � DIAPHRAGM EDGES - -- ��� � �
<br /> -- �_�_ � � _.�.. _ - _ _ _._ ___ ,
<br /> .____._.______ .___.. _ ._ _�__._ ____.�__�._.___.__. _�..�_�.��.�._�..._
<br /> _.��__ ._ _, _____._.._�_.� _ .^ . � __ - ---
<br /> --____ __--- -------____.____.-____ � '_ - �`
<br /> __ _ __�._ ._.�:.�_ __..�__._ __________._____�______ - � ��1 � �
<br /> � - � ;�-------- BEAM NDR � SIM. N - _._. ___ _ �, � �i �
<br /> _ ; �. _____.�_ ___�.:�-� � _ �A _. � �
<br /> • -SIMPSON A35 BLKG � �l � � i '� ;��.��;�a � � � �
<br /> JOIST JOIST � ��, .�:; TRIM RE:ARCH. � �
<br /> PER PLAN JOIST PER TO TOP PLATE BEYQND
<br /> PLAN - TYP. SPACING PER � PER PLAN P.E.N. PER LOWER WALL �k i; r�
<br /> SHEARWALL SCHEDULE � ;�I I�i BEAM TO POST W/ EPC • �
<br /> � PANEL SHEATING/NAILING � s �� POST CAP �
<br /> ; SOFFIT RE: ARCH. TQ MATCH LOWER WALL � ! (2) 0.228" DIA. LedgerLok ;,) �;; � F-1 +-' ,
<br /> FASTENERS W/ 2" MIN. �
<br /> SNEARWALL BEYOND � �_ ' iil Is,`
<br /> HOLDOWN STRAP PER SHEAR WALL SCNED. NOTES: � PENETRATION TO RIM AT � � � .
<br /> SEE ALSO DETAIL T SHEET A9 CANT L. JOIST ; F� t�
<br /> LOWER WALL; 24" O.C. STAGGEREp ��I (sf � N
<br /> WALL AND CEILING �� �;
<br /> CEILING PLAN (TYP.) PER ARCH. BEARING/SHEAR WALL „ � rTl �
<br /> PER ARCH. PER 13/S1.3 PER PLAN AND SCHEDULE F-�i
<br /> 2X LEDGER
<br />� NOTE: --
<br /> Ledger�ok Fasteners shall �
<br />`� be per ICC �SR-1078 '
<br /> SCALE: 3/4" = 1'-0" SCALE; 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOIST PERPENDICU�AR SCAI�E: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SHEAR WALL TO BEANI 17 TYPICAL DRAG ST�UT 18 I�QW ROOF � g �OAQ TRANSFER DETAIL 20 TYP� SECTI0�1 AT DECK FRNI�. +
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