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BEARING AND/OR BEARING AND/OR BEARING ANDfOR BEARING AND/OR
<br /> SHEARWALL PER PLAN SNEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> �
<br /> PIATE NAILING PER PLATE NAI�ING PER PLATE NAILING PER PLATE NAILING PER c'
<br /> 3 0.148° X 3' SHEARWALL SCHEDULE � �
<br /> � � SHEARWALL SCHEDU�E SHEARWA�L SCHEDULE SHEARWALL SCNEDULE �
<br /> 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" @ 6° O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 4'-0'� �
<br /> � ; � I �
<br /> FLOOR SHEATHING AND NAILING ;� EDGE NAILING PER SCHED. F�OOR SHEATHING AND NAII.fNG 1 EDGE NAILING PER SCHEQ. FLOOR SHEATHING AND NAfLING ;� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ; EDGE NAILING PER SCHED. (20) 12d
<br /> a�
<br /> PER STRUCTURAL NOTES S1.0 �� PER STRUCTURAL NOTES 51.0 ; PER STRUCTURAL NOTES S1.0 ;� PER STRUCTURAL NOTES S1.0 � U �
<br /> !j RIM/BLOCKING TO TOP f R{M/BLOCKING TO TOP ;{ RIM/BLOCKING TO TOP ! RIM/BLOCKING TO TOP �
<br /> �� PLATE PER SHEARWALL � PLATE PER SH�ARWALL ;� PLATE PER SHEARWAL� ` PLATE PER SHEARWALL z � ^
<br /> ;� SCHEDULE - PROVIDE � SCHEDUL� - PROVIDE ;� SCHEDULE - PRQVIDE j SCHEDULE - PROVIDE U� �
<br /> . . . . . . . . . . . . . . . . . . . . . . n . . u. . » . - . . . . . . . . . . . . .. . .. . . . � �o . » . . n. . . .. . . .. . . . . ti � oe. . p . . . . . . . . ... . .. .. .. . . . . . . . . . . .y .' y . . ��. . . . . . . . . . . . �^„_..�... —.��_"�:,.�'�..�� �� -_..,_.�.:'-T--_—._.-,._;.... _.._..�..>._:_._..._..:�,:�< .. .._='.,�. . . . .
<br /> i.
<br /> 0.]48 X3.25 � 6 O.G. MIN, 0.148 X3.25 � 6 Q.C. MIN. M1 0.148 X3.25 C� 6 O.C. MIN. , 0.148 X3.25 � & O.C. MIN. -` � � .�� �v
<br /> , -
<br /> �; �; ��, j ; � � � ; { � � � �
<br /> 0
<br /> , I, l� f ; 3 ; � � i � �
<br /> �
<br /> ; �, � t; � �� a � TOP PLA � � � � I m o
<br /> „ �! � � �
<br /> _______ ______��__--__.. � ' � �� ' � � �
<br /> �-�_�. _.:�_-v�._��=��� _-==�-� �-�=-=.. .== ����_�_=-.��_.u.-��� .. . . . . w.,_��m,�w__.__._. ...w�_�_. . . . . ,�..�_�_.�.�� . _.�., __.._� ...�_.__.. _.__,w_ '__.,_._�_.__me___._�__'_� n._.� _____,�-_� :_�._ _.��... __...� ��__,�..__._���.. . . . . . . . . . +,
<br /> _�.---_----------_.______.---___. t �
<br /> � , . � _____- -,_,�_� __ __ __._ ____� ___, �___---�------ - --- --� -- __� v� .�, co
<br /> : �' � � �E � � �
<br /> �� ' (_�-----._�___.__._._ .
<br /> , EDGE NAILING PER SCHED. � EDGE NAILING PER SCHED. E� EDGE NAILING PER SCHEQ. i EQGE NAILING PER SCHED. � � o
<br /> FRAMING PER PLAN ;� � ;� � � � � +, � �
<br /> ;� BEARING AND/OR ; BEARING AND/OR j; BEARING AND/QR j BEARING AND/OR �� �
<br /> BLOCKING AT 48" O.C. i� SHEARWALL PER PLAN FRAMING PER PLAN 's SHEARWALL PER PLAN FRAMING PER PLAN =' SHEARWALL PER PLAN FRAMING PER PLAN ; SHEARWALL PER PLAN STUDS � �
<br /> ��+F i ,€ ( � . W � �
<br /> t
<br /> AQD RIM JOIST/BLKG. ,� NOTES: ( ADD RIM JOIST/BLKG. �� NOTES: ADD RIM JOIST/BLKG. NOTES: � "
<br /> AS REQUIRED BY 3� 1. SECURE JOIST TO WALL F AS REQUIRED BY '� 1. SECURE JOIST TO WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL � ° �
<br /> �
<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 Q 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 �- W I T H 0.1 3 1"X 2.5" E A. S I D E, 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, � � �
<br /> 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. NOTE: � � �
<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 � ALL EXTERIOR, � o co
<br /> NAIL TOP AND BOTTOM. NAILT OP AND 38 TTOM. U� � c�
<br /> PLUMBING, PARTY & SHEAR
<br /> SCALE: 3/4" = 1'-0" SCALE: �4" = 1'-0" SCALE: 3�4" = 1'-0" SCALE: 3_/4" = l'-0" SCALE:�4" = 1'-0" AND AT ROOF.
<br /> . . .. �� . . . . r ��,
<br /> �1 EXTERIOR WA�� TO FRAM NG 2 INTERIOR WA�� TO FRAMI�IG 3 f�TERIOR WAI�� TO FRAMING 4 EXTERIOR WA�� TO FRAMIf�G 5 TOP P�ATE SP� CE � �. �-- $ t;�� 5�� ,, � �
<br /> ❑ �� ❑ � / \
<br /> � f ) .;f�'�h}�5����5 . .
<br /> ��
<br /> JOISTS PERPENDICULAR JOISTS PARALLEI� JOISTS PERPENDICULAR JOISTS PARALLEL � ; � �;r��a� -
<br /> PLATE NAILING PER y
<br /> _ > �
<br /> � k �� s e �
<br /> L' ' � f'.
<br /> . . _ .. . . . . _. . . . ! : `/zi?/F � � :�! 1
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. , ,
<br /> SHEARWALL SCHED, TYP. ;.i. SHEARWALL SHEATHING & �� ;
<br /> ` NOTE:
<br /> SHEARWALL SHEATHING & ;: � NAILING PER SCHED. j; „ `�
<br /> NAILlNG PER SCHED. �� i; CONTINUE WALL SHEATHING �: ; SEE DETAIL 6 THIS SHEET � �� �
<br /> ;� ;< TO RIM W/ EDGE NAILING �: _; FOR BALANCE
<br /> RIM TO TOP P�.ATE A35�LTP4 �,� ��; ELSE PROVIDE RIM TO TOP `r i, �� �
<br /> r.s ! JOIST HANGER LAP JOIST 4" AND � ti ��'��, �
<br /> PER SHEARWALL SCHED. ��� .; ,� f � } TOP P�ATE � � � �
<br /> ;,,. _, PLATE A35jLTP4 PER i�: � ;i JOISTS USE 3 8d NAILS SPLICE SEE 5
<br /> ' � SHEARWALL SCMEQ. ��< AT SOLID BLOCKING TMIS SHT. � � . _ a �
<br /> :�� �= z ;� � TO BEAM AT NON BEARING WALLS � �, �� � •
<br /> Q
<br /> F� \ � ?E � 5 \ PANEL BLOCKING �
<br /> � a AS REQ. NEADERS - MAY BE �� �'�
<br /> �('—\(�I \� � r� � HEADERS NG WALLS W�H CH HANG�ER I OR A34/ ��`� � �
<br /> ''/y,II � \ PLYWOOD PLYWOOQ STUDS AT 2 2X8 � 2X4 WALL$ A35 CLIP: ��
<br /> • ..r�r--•. . . . . . � �2. �.:� � i U
<br /> �.,__: ___�.:.�,.._:<<_...k,.�_.�_ _ .. ..__: �; R �_ _ _._..__._ .v� __..,_._._______���___ ._._....:� � ;, ,._, __�.,_,____ .�._v.��u._ �.�__ _._:_�....�__�.�:_.� 16 O.C. TYP. �3� 2X8 � 2X6 WALLS 2 2X4 MIN.
<br /> ' � )
<br /> ;:,: � ;; � U.N.O. UNLESS NOTED
<br /> OTHERWISE PER PLAN
<br /> ':.,� � r; �
<br /> � � BUNDLED '-�
<br /> JOIST PER PLAN TYP. - �� �� JOIST PER FLRN TYP. � ;; JOIST PER PLAN TYP. JOISTS (2) 16d � 12" � � � o
<br /> ;.;
<br /> �;
<br /> :3' � , _ _,.s_..._u_ _��__ �__��.� , ��
<br /> ':; {,� PROVIDE INTERIOR CROSS � -4~ �� _��� _:'�-v ,t, `j TYP. Q N � �
<br /> i 4; KING STUD-TYP. � � �
<br /> ;'' 4: W A L L O R B E A M A T 1 2' O.C. �� � : o N �
<br /> ;.in ; � � , �p. ; FACE NAIL W� � d-
<br /> DOUBLE JOIST MIN. ;,! �; ELSE BLOCKING AT 6 O.C. s�� zY; JOIST PER JOIST PER (2} 16d � 12" O.C. � �
<br /> �� JOIST PER PLAN TYP. �.`< �t PLAN PLAN TYP. � �°
<br /> �1; �; DOUBLE JOIST MIN. ;�� �-
<br /> SNEATHING AND NAILING PER '���� `�� }�� ;; AT BEARING WALLS � AT NON-BEARING WALLS 'L � '
<br /> �. � r,� a..
<br /> SHEARWALL SCHED. TYP. SHEATHING AND NAILING PER f� _ � TRIMMER STUDS: �
<br /> SHEARWALL SCHED. TYP. JOIST HANGER 2X BLOCKING �
<br /> (1) TRIMMER STUD
<br /> NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN � 1) � OPENINGS UP TO 5'--0" WIDE �
<br /> NOTE: FIRE AND SOUND �2) � OPENINGS 5'-1" & GREATER �
<br /> UNLESS NQTED OTHERWISE PER PLA �
<br /> RATWG INFQRMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM � �
<br /> ' SCALE: 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE � � �;
<br /> 6 BU LT UP BEAN1 � � �
<br /> ❑ TYPICA� PARTYWA � 07 TYPICA� PARTYWA�� AT STEP 80 9 TYP. CO�IN. TO WOOD BEAM 10 TYP. NDR. Al- STRUCT. WA�� W
<br /> 0 �
<br /> _ w
<br /> UPPER WALL: � �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WAL� AND BLOCKING REQUIREMENTS � �� � - --- ~ Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148 X3.25 =f 3 m �
<br /> � 4" O.C. s � v
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS �� cn '
<br /> FLOOR NAILING PER STAGGERED
<br /> L = HORIZONTAL RUN ;����_—_-, '- W
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL [l� � �
<br /> 2X12 STRINGERS FOR L<84" �, � �.
<br /> MST37 STRAP L75X14 LVL STRINGERS FOR 84"<L<14 " �``�., �� � �
<br /> CONT. RIM JOIST ��
<br /> 2X BLOCKING TYP. A35 Z � W
<br /> TOP PLATE TOP PLATE A TOP PLATES
<br /> ,,
<br /> � BEAM BEAM BEYOND
<br /> PER PLAN PER PLAN
<br /> � — —�-, _ _ -_
<br /> WALL STUD
<br /> - - - - - - - - - - - - 1/ ' MIN.
<br /> _ _ _ _
<br /> _ _ _ _ - _ - - - - - - - - - -
<br /> � BLOCK FLOOR �
<br /> DIAPHRAGM EDGES LANDING
<br /> STRINGERS �
<br /> ---�--
<br /> -==: __ -�-N �W:_.__= ___�._.m
<br /> _. ---_ �, -=-_=-_ _��:_� .t- _._ _-�.
<br /> �;
<br /> PROVIDE (4) LTP4 � BEAM PER PLAN PROVIDE (4} LTP4 � �� � � � �
<br /> EACH SIDE OF {
<br /> EACH SIDE OF 2 8d TOENAILS ' � �� �"'�
<br /> BEAM � BEAM � � (2) 8d TOENAILS ZX ' �I� ��� (III Illl ' • �i
<br /> BEAM PER PLAN EACH SIDE EACH SIDE PER PLAN ! 2X_ RIM JOtST � �(�I Ifll � � O
<br /> ;
<br /> ii i N
<br /> POST PER PLAN ON) P ANS U.N.O. 2x BLOCKING i �� r y �� ���-- � �
<br /> � f —....e..»._............. .._.._ ���=_�.....�.. _�...._.... !t �
<br /> P.E.N. PER LOWER WALL � ^ l
<br /> ' BEAM/HDR � SIM. �� --�-t V�! Q�
<br /> EXTERIOR INTERIOR WALL AND CEILING �r W - WIDTH �/4" VERIFY �
<br /> WALL WA�� PER ARCH. LOWER WALL: q (3) STRINGERS FOR W<42" �
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" N
<br /> SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL � �I
<br /> TYP. TOP P�ATE TYP. TOP P�ATE �
<br /> SCALE: 3 f 4" = 1'-0" �
<br /> 11 SP�ICE AT ��USN BE�M 12 SP�ICE AT DROPPED BEAN1 1 • � �
<br /> ❑ 0 3 BEAM TOE�1A � NG 14 CAf�TI�E�ER F�OOR JO ST 15 TYP. STAIR FRA�II�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 � O
<br /> SCHED. FOR UPPER WALL PER PLAN ANQ SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE �
<br /> NOTE: NQ WALL ABOVE AT SIM. SEE ARCHITECTURAL �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL FOR ALL FLASHING QETAILS �'T , }-�
<br /> .
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL r+-� �
<br /> CONTINUOUS STRAP ; � PQST - WRAP PER ARCH.
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NOTES E� �
<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 WlTH ABU66 O
<br /> F� �
<br /> � !� �� BEAM - ALIGN WITH
<br /> BLOCKING � . . . . '- . . ,��°• '• ;; CENTER OF WOOD POST � �
<br /> BLO K FL R
<br /> u (E . . . . . . . . . � � O
<br /> ( � • , DIAPHRAGM EDGES � �t � �
<br /> \ .�" � �,
<br /> __ _�.. __.__�__ _�� _.....____ ____._. ...._.__._ w._.__.___.. �_
<br /> _ � - -
<br /> y
<br /> ___�___ .��__._._.�___w_:___:.___� __------_._:_______ _�.___�_W _..�.�.__�_. __.._____...__..�..__._.�_ __._.__. ._---__ __._______________._.___.--,--_. _ ____._ __�...._.__�_ ____._.._._.._.___._____._.._.____._ � - ---- -- _
<br /> - t r
<br /> t� ��� � •.—i
<br /> � — -_
<br /> ' �. � ! j .. .�- ._..___._ .:.4 ( � �
<br /> SIMPSON A35 BLKG. ; � BEAM/NDR � SIM. � \ �- --- _.__ _.__ .__. _ � r.�} � � � �
<br /> JOIST JOIST PER TO TOP PLATE BEYOND £ �� JQIST ' /\ � '� r'' TRIM RE:ARCH. � )
<br /> PER PLAN PLAN - TYP. SPACING PER ' PER PLAN P.E.N. PER LQWER WALL � ,��� �,' `'� � r�
<br /> � ' � i;l I,s BEAM TO POST W/ EPC • � ^ �
<br /> PANEL SHEATING/NAILING � � 2 0.228" DIA. Led erLok ;; '' POST CAP ^
<br /> SHEARWALL SCHEDULE , F-+-i
<br /> ; SOFFIT RE: ARCH. _ � ) 9 I I;' � �"'{ r-'
<br /> TO MATCH LOWER WALL � FASTENERS W 2" MIN. � '�""'
<br /> SHEARWALL BEYOND � � � � '' �' v
<br /> NOTES: J , = F PENETRATION TO RIM AT !;� � (!' � � �.,
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT L. JOIST
<br /> SEE ALSO DETAIL 7 SNEET A9 LQWER WA�I.: 24" O.C. STAGGERED i;l (ii � N
<br /> BEARING/SHEAR WALL � rT� w
<br /> CEILING PLAN (TYR.) PERLARCD CEILING �; �; •
<br /> PER ARCH. PER 13/S1.3 PER PLAN AND SCHEDULE IJ-�
<br /> 2X LEDGER
<br /> NOTE:
<br /> Ledger�ok Fasteners shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3/4" = 1'-Q" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCA�E: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0n
<br /> 16 SNEAR WA�� TO BEAM 17 TYP�CA� DRAG STR�T 18 �OW R�OF . � g �OAD TRANSFER DETAI� 20 TYP. SECT�0�1 AT DECK FRMG. �
<br /> � 0
<br />
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