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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 PLAN SHEARWALL PER PLAN
<br /> �
<br /> PLATE NAILING PER PLATE NAI�ING PER P�ATE NAILING PER PLATE NAILING PER �
<br /> (3) Q.148" X 3" SHEARWALL SCHEDULE SHEARWAL� SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" @ 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. �
<br /> 4'-0" �
<br /> j� i � t � �
<br /> FLOOR SHEATHING AND NAILING ,� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ; EDGE NAILING PER SCNED. FLOOR SHEATHING AND NAI�WG `€ EDGE NAILING PER $CHED. FLOOR SHEATHlNG AND NAILING � EDGE NAILING PER SCHED. (20} 12d �
<br /> PER STRUCTURAL NOTES 51.0 � PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 z PER STRUCTURAL NOTES S1.0 � U � -
<br /> �� RIM/BLOCKING TO TOP s RIMjBLOCKING TO TOP ;� RIM/BLOCKING TO TOP ; RIM/BLOCKING TO TOP z �
<br /> �; PLATE PER SHEARWALL ; PLATE PER SNEARWALL �� P�ATE PER SHEARWALL � PLATE PER SHEARWALL — � ^
<br /> I� SCHEDULE - PROVIDE j � SCHEDULE - PROVIDE f; SCHEDULE - PROVIDE i SCHEDULE - PROVIDE � �
<br /> „ „. „ „ � „ _ „ „ „ „ „ „. . �._:_,=-_ ��—��_:�.�: .:�__�_��w_�-�:w-��__�_w�.__t w._� _ ---
<br /> „ 0.148 X3.25 @ 6 O.C. MIN. d.148 X3.25 C� 6 O.C. MIN. � 0.148 X3.25 4 6 O.C. MIN. A 0.148 X3.25 C� 6 O.C. MIN. - -
<br /> �I P� ti � � ; I i � ` c�2 co
<br /> 11
<br /> � "� � � � � � � } � �
<br /> , � � � , TOP PLA a � + ,
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<br /> � � � � �
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<br /> . i �t!�3 f � ~ �
<br /> }-___._._..„�.�.._______..._.._ k� �. - � � � �
<br /> � �g I
<br /> €
<br /> � EDGE NAILING PER SCHED. i EaGE NAILING PER SCHED. ;j EDGE NAILING PER SCHED. ae EDGE NAILING PER SCHED. N o
<br /> FRAMING PER PLAN �! � ° � � �
<br /> � f ;' ;
<br /> �� —BEARING AND/OR , BEARING AND/OR '� BEARING AND/OR BEARING AND/OR � �
<br /> BLOCKING AT 48" O.C. �� SHEARWALL PER PLAN FRAMWG PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMING PER FLAN � SHEARWALL PER PLAN STUDS � � ^
<br /> ADQ RIM JOIST BLKG. i� ' W �
<br /> / , NOTES: � ADD RIM JQIST/BLKG. i� NOTES: ADD RIM JOIST/BLKG. 1 NOTES: �
<br /> AS REQUIRED BY �� 1. SECURE JOIST TO WALL � AS REQUIRED BY �� 1. SECURE JOIST TO WALL AS REQUIRED BY 1 1. SECURE JQIST TO WA�L � ° � �
<br /> SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE — ` WITH 0.131"X2.5" EA. SIQE, SHEARWALL SCHEDULE , � WITH 0.131'�X2.5" EA. SIDE, _ � � �
<br /> 1 1/2° MIN. FROM END. 1 1/2" MIN. FROM END. 1 1 f 2" MIN. FROM END. +� � �
<br /> NQTE: U � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST T0
<br /> SPLICE & NAIL TOP PLATES � z c�z
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR " AS SHOWN C� ALL EXTERIOR, � o co
<br /> - . NAIL TOP AND BOTTOM. NAILT OP AND 3BOTTOM. � � �
<br /> PLUMBING, PARTY & SHEAR
<br /> , AND AT ROOF.
<br /> �-
<br /> SCALE:�4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" SCALE: 3�4" = 1'-0" SCALE: 3�4" = 1'-Q" _. `
<br /> 1 EXTER 0� WA�� TO FRA(� f�G 2 �1TER�OR WA�� TO FRAM �1G 3 f�TERIOR WAI� TO FRAMING 4 EXTERIOR WA�� TO FRAMI�IG 5 TQP P�ATE SP� CE .:y ; �--- 4 f. ; �
<br /> ❑ ❑ �� 0 �,r�� � .
<br /> 0 � � : , � .
<br /> n � { � }
<br /> �, � r t :
<br /> JOISTS PERPENDICUL.AR JOISTS PARALLEL JOISTS P�RPENDICULAR JOISTS PARALLEL �. ;
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<br /> ;4:�<€> <:�.
<br /> PL
<br /> ATE NAILING PER
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<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> � � , �. : <. .u. :�:�
<br /> SHEARWALL SCHED. TYP. � ;., SHEARWALL SHEATHING & ai -- —
<br /> a.i: " ""
<br /> `''' � NAILING FER SCHED. `� i NOTE: �
<br /> SHEARWALL SHEATHING & ;=1 ', " ' SEE DETAIL 6 TH1S SHEET �
<br /> NAILING PER SCHED. k� " CONTINUE WALL SHEATHING k 4 FOR BALANCE � ���j �
<br /> ;;: ;; TO RIM W/ EDGE NAILING �
<br /> RIM TO TOP PLATE A35/LTP4 '� 'i ELSE PROVIDE RIM TO TOP 3 JOIST HANGER �AP JOIST 4" AND ti l�'�'� p
<br /> TOP PLATE
<br /> PER SHEARWALL SCHED. ;` _� _ � � � � - �
<br /> , S:
<br /> ;� r; P�ATE A35/L1P4 PER , ; JOISTS USE 3 8d NAILS SPLICE SEE 5 '�
<br /> AT SOLID BLOCKING THfS SHT. c� � ; ,� �
<br /> . , SHEARWAL� SCHED. ,; TO BEAM AT NON BEARING WALLS � �, � o
<br /> ��J � � ' Y' PANEL B�OCKING HEADERS - MAY BE ��, �'�
<br /> �, .
<br /> � E=� ��;,
<br /> ,, � r�
<br /> � '� _� � AS REQ' AT BEARING WALLS ATTACHED TO KING STUD �?�6� �
<br /> ' f ` � W ' NGER OR A3
<br /> ` f � � � � tf. > PLYWOOD PLYWOOD � �
<br /> ._:__ __.._�.:_, ��_��_ ...�_ __:. _ __�_.._ ��..�r,. � :> �.� _._\.\. .- STUDS AT H2A�2X8SC� 2X4 WALLS A35 CLIP:A 4 ��
<br /> � r >R.<_ �--.,:_. .,..__u_�_�:.__� _..__�_._ ...v_... � Y
<br /> :;, ; _ _..._,_, �._. �.._ ..__..�.. ._.._��.
<br /> 16 O.C. TYP. (2) 2X4 MIN.
<br /> U.N.O. UNLESS NOTED �
<br /> , I �, , I 3 2X8 Q 2X6 WALLS
<br /> . ,.
<br /> � . ��� f
<br /> $}'. yt OTHERWISE PER PLAN � o
<br /> � `' BUNDLED �o � �
<br /> JOIST PER PLAN TYP, o=i '; JOIST PER PLAN TYP. � '� JOIST PER PLAN TYP. JOISTS (2) 16d C 12 � � � o
<br /> ���S I la ..,..:'...'.':._�_�'......» �....>�.....,. .,,.,_._..:.-_....�_. e.: 2$t
<br /> � P R O V I D E I N T E R I O R C R O S S � �,� '� T Y P. Q � � N
<br /> �_ `4j WALL OR BEAM AT 12' O.C. }:, i KING STUD-TYP, o � �n
<br /> " '" ° ELSE BLOCKING AT 6' O.C. �� FACE NAIL Wf
<br /> DOUBLE JOIST MIN. 7,' � � ��� JOIST PER JOIST PER (2) 16d � 12° O.C. w =i�
<br /> ��; ;; JOIST PER PLAN TYP. ° PLAN PLAN TYP. � �
<br /> ?,�;� �; DOUBLE JOIST MIN. {{� f� AT BEARING WALLS AT NON-BEARING WALLS w O
<br /> SHEATHING AND NAILING PER ;��� `'�F E�
<br /> �� �� SHEATHING AND NAILING PER �x� _'_ J O I S T H A N G E R 2 X B L O C K I N G (1) T R I M M E R S T U D
<br /> SHEARWALL SCHED. TYP. 1 � OPENINGS UP TO 5'-0" WIDE �
<br /> S H E A R W A L L S C H E D. T Y P. � T R I M M E R S T U D S:
<br /> BEAM PER PLAN BEAM PER PLAN �2� @ O P E N I NG S 5'-1° & GR E A T ER �
<br /> N O T E: F I R E A N D S O U N D NQTE: FIRE AND SOUND UNLESS NOTED OTNERWISE PER PLA �
<br /> RATING INFORMATION P�R RATING INFORMATION PER A: FLUSH BEAM B; DROPPED BEAM �
<br /> SCALE: 3/4" = 1'-�0" ARCN. SCALE: 3/4" = 1'-0" ARCH. SGALE: 3/4" = 1'-0" SCALE: NONE z �;
<br /> O 0
<br /> 06 TYPICA� PARTYWA�� 07 TYP CA� PARTYWA�� AT STEP 0 BU �T UP BEA�I �g TYP. COf�N. T0 WOOD BEA�1 1 Q TYP. HDR. AT STRUCT. WA�� W a
<br /> �
<br /> _ _ _ W
<br /> UPPER WALL: NOTE: SEE ARCH. �OR STAIR DIMENSIONS Q �
<br /> � UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAlLING PER BEARING/SHEAR WALL ANp BLOCKING REQUIREMENTS �� » --�� '- Q
<br /> 0.148 X3.25 � Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE ¢} m �
<br /> � SHALL BE ANCHORED W/(4) 8d TOENAILS C� 4" O.C. �� �
<br /> FLOOR NAILING PER STAGGERED ;� � ,
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTAL RUN __ �-- ---� �
<br /> 2X12 STRINGERS FOR L<84" uj; W �
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR $4"<l..<14 " '�w,= f� � � .
<br /> �
<br /> CONT. RIM JOIST � - - A35 — O i W
<br /> 2X BLOCKi�iG TYP. �'''
<br /> �
<br /> TOP PLATE TOP PLATE A TOP PLATES '�-,
<br /> �.� BEAM BEAM
<br /> BEYQND �
<br /> PER PLAN PER PLAN
<br /> � T
<br /> WALL STUD
<br /> � 1/�'�,MIN. �
<br /> ^ - - - - - - - � - - � - - - ^ - - - - BLOCK FLOOR �f�LANQING �
<br /> � - - DIAPHRAGM EDGES STRINGERS �
<br /> ___�_...
<br /> :..::___r . .
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE {4) LTP4 =--_�� _���_ _ # - _� ______.______�.,___ �` � � �.
<br /> EACH SIDE OF EACH SIDE Of (2) 8d TOENAILS (2) 8d TOENAILS 2x I ��� 2X RIM JOIST ; IiII I�I � � � -
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE EACH SIDE PER PLAN
<br /> ,
<br /> � � �� Illl Illl � � � �
<br /> POST PER PLAN ' (2) STUDS U.N.4. � ��= -� �--� � - �
<br /> �._Y _ ..__�_________... �
<br /> 2x BLOCKING P.E.(�. PER LOWER WALL ��� �- -�--� �� �-{ ��
<br /> � ON PLANS � �� BEAM HDR C� SIM. � �' � � � �
<br /> INTERIOR ` �
<br /> EXTWR�IOR WALL, PERLARCp,CEILING �OWER WA�L: q � (3} STRINGERSI�FOR W<42" �/4" VERIFY � n
<br /> , BEARING/SHEAR WALL
<br /> , �'i
<br /> PER P�AN AND SCHED�LE (4) STRINGERS FOR 42"<W<48' N
<br /> SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL � �
<br /> � TYP. TOP P�ATE TYP� TOP P�ATE SCALE: 3/4�� = ,�-o° o :
<br /> � �
<br /> 11 SP� GE AT F��SH BEA�I 12 SP ICE AT DROPPEQ BEANI 13 BEANI TOE�IA � NG 14 CANTI�EVER ��OOR JOIST 15 TYP. STAIR FRAMI�IG AT WA�� • �
<br /> �
<br /> UPPER WA�L:
<br /> UPPER WALL: � '
<br /> WALL PLATE NAILING PER BEARING/SHEAR WAL� WALL PLATE NAILING PER BEARING/SHEAR WALL � � '
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE t ' �
<br /> NOTE: N4 WALL ABOVE AT SIM. SEE ARCHITECTURAL �1
<br /> .- FOR ALL FLASHWG DETAILS � -�--�
<br /> FLOOR NAfLING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WAL� �'}=;� POST - WRAP P�R ARCH. � �
<br /> � ;� �
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NOTES �E �
<br /> , 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL �====-=s �
<br /> BEAM PER PLAN 1 3/4" PSL BLQCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAI�ING —;��I ,� 6X6 POST WITH ABU66 O O
<br /> � i, � B E A M - A L I G N W I T H
<br /> BLOCKING '- `��. . ' �
<br /> � . , . . ,, CENTER OF WOOD POST �� � � '
<br /> BLO K FL R . ;
<br /> ( � • DIAPHRAGM EDGES -- , , � �
<br /> \ • �,;. �
<br /> �_ _ �_. __ `_� _.._ . __.,._ �_____.____
<br /> -- �
<br /> _�..��. -- ------_______ _- -- �
<br /> _ _� __.�____..�__.__ ..�._.__. _ . ._..___. -----,----------- _�_�__._v.�____
<br /> __.__._.____._ _._._.. ____._ ..___,.___._�_.__
<br /> _ _.__.._._._----------.._ __�..__._ .__-- -._�.__ _______ _._____-_ —_------_ _. � . . . . - — --. �_ _ r j �
<br /> __..
<br /> ( _ � .
<br /> . .__ __. _ � '
<br /> ^ . __ _— -- -- — i� i`a
<br /> � � ��� BEAM/HDR Q SIM. � � %r �,, ,� � � � �
<br /> SIMPSON A35 BLKG. ? /1 JOIST �� /\ '�f TRIM RE:ARCH.
<br /> . JQIST JOIST PER TO TOP PLATE BEYOND PER PLAN P.E.N. PER LOWER WALL r�
<br /> �;I� °I�= V �
<br /> PER PLAN PLAN - TYP. � SPACING PER ,
<br /> �
<br /> ; , iiI 1 i BEAM TO POST W/ EPC �
<br /> I SHEARWALL SCHEDULE i PANEL SHEATING/NAILING � �_ � ! POST CAP � ^
<br /> � � SOFFIT R�: ARCH. TO MATCN LOWER WALL ° � (2) 0.228 DIA. LedgerLok �r� �; � �---� -i->
<br /> �� SHEARINALL BEYOND ; i �� � FASTENERS W� 2° MIN. ��� ( �'_ � �
<br /> NOTES: —� � PENETRATION TO RIM AT ;! „ �..,
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT'L. JOIST LOWER WALL,: 24" O.C. STAGGERED iiI I;i �� Q�
<br /> � CEILING PLAN (TYP.) SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING BEARING jSHEAR WAL� ' !! �T� rti
<br /> ` --�' — � h�-�1 w '
<br /> ��" PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE
<br /> 2X LEDGER
<br /> NOTE: .
<br /> LedgerLok Fasteners 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: 3�4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SNEAR WA�� TO BEAM 17 TYPICA� DRAG STRUT 18 �OW ROOF � g �OAQ TRANSFER DETA � 20 TYP. SECTIOf� AT DECK FRMG. �
<br />
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