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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 NAI�ING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWAL� SCHEQULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 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° C� 6" O.C. MIN.
<br /> � 4'-0" Q;
<br /> FLOOR SHEATHING AND NAILWG EDGE NAILING 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 51.0 ' PER STRUCTURAL NOTES S1.0 ; PER STRUCTURAL NOTES S1.0 ' °,-,'
<br /> � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TQ TOP RIM/BLOCKING TO TOP z �
<br /> PLATE PER SHEARWALL i PLATE PER SHERRWALL � PLATE PER SHEARWALL PLATE PER SF{EARWALL — � ^
<br /> � j` SCHEDULE - PROVIDE � SCHEDULE - PROVIDE i SCHEDULE - PROVIDE � � SCHEDULE - PROVIDE � w
<br /> . . . . . . . . . �� . . �� . . ��. . . . . . . . . . . . .,�..�:—'—��::�. '=S.'��;.-,-.'�.�.�.�..�:.�.:a..�.a��+..�.v`:'" .'�.:,'.s'. .'�.��5..�..�..x,...� .�_��
<br /> „ 0.148"X3:25" � 6" O.C. MIN. ' 0.148"X3,25" 4 6" O.C. MIN. . 0:148"X3.25" � 6" O.C. MIN. a 0.148 X3.25 @ 6 O.C. MIN. _._..� _-_- �
<br /> ;; �� �� � i � � � �
<br /> �; I 1 I1 , o `-�
<br /> i ,1 � �
<br /> < < (
<br /> I � � � � O
<br /> i'� ��� � TOP PLA ( � �
<br /> ,__.____, ___._____.__._____.__. __ _ _..� _ m _
<br /> �=--__ _ ___._ - ----—
<br /> _._.____.___.�._m_ �_ _._ ._ __�__ ._�_.� v '�
<br /> � , � ,.
<br /> , �
<br /> .�_ ._ . ._._��..___..__�... � �
<br /> �...�.�.��_� _ _ � �,_�.� _ __- .__..... .�.., ..... _._.� _ ....��. .�,
<br /> _ __ ___- --------.- � r � _______ __ ____,� _.______��_ _____�_____._____�_________--�_ ____�__�_ �- __ _�___ _-- -- � ��
<br /> }! ,.� � �----- � .� �
<br /> � � �
<br /> �� —EDGE NAILING PER SCHED. � EDGE NAILING PEft SCHED. � EDGE NAILING PER SCHEQ. i —EDGE NAILING PER SCHED. � o
<br /> FRAMING PER PLAN � � i� � , •� -+� �
<br /> � BEARING AND/OR } BEARING AND/OR j� BEARING AND/OR BEARING AND/OR � �
<br /> BLOCKING AT 48" O.C. � SHEARWALL PER PLAN FRAMING PER PLAN € SHEARWALL PER PLAN FRAMING PER PLAN ' SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN STUDS � �
<br /> 1 � W � � .,
<br /> ADD RIM JOIST/BLKG. NOTES: � ADD RIM JOIST/BLKG. � NOTES: ADD RIM JOIST/BI.KG. NOTES: � `�
<br /> AS REQUIRED BY � 1. SECURE JOIST TO WALL � AS REQUIRED BY r� 1. SECURE JOIST TO WALL AS REQUIRED BY � 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 0.131"X2.5" EA. SIDE, DOUBLE JOIST � SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIQE, SHEAR WALL SC H E D ULE � 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. NOTE: � U �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST T0 SPLICE & NAIL TOP PLATES � � �
<br /> BLKG. WITH 0.131"X2.5 AS SHOWN � ALL EXTERIOR, L- o c�
<br /> PARALLEL PARALLEL PERPENDIGULAR PERPENDICULAR JOIST WITN 0.131"X2.5 -+-� � o
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BQTTOM. PLUMBING, PARTY & SHEAR � �, �
<br /> AND AT ROOF.
<br /> SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" :; ; ;
<br /> -- � �
<br /> �1 EXTERIOR WA�� TO FRAN1 �1G 2 �1TERkOR WA�� TO FRAM �1G 3 �ITERIOR WA�� TQ FRANII(�G [_4_�]_ EXTER(OR WA�� TO FRAM �lG 05 TOP P�ATE SP�ICE � �-- �
<br /> � 0 ,
<br /> '
<br /> �
<br /> . . . , i f, ::. � �� r .
<br /> JOISTS PERPENQICUI.AR JOISTS PARALLEL JOISTS PERPENDICULAR J01STS PARALLEL - -'�
<br /> PLATE iVAILING PER f= f' r , , r ; '
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. �
<br /> ,.,..;.;.��,.�s. ..... f.;,r r�:.'t-
<br /> SH�ARWA�L SCHED. TYP. ;4 ,j SHEARWALL SHEATHING & �� ., -
<br /> ��� f�; NAILING PER SCHED. ;, _„ NQTE: � � � � � �� � �� � � � ��
<br /> SHEARWALL SHEATHING & �� !'� ?> F
<br /> ''� '� � C�NTINUE WALL SHEATHING ;� �� SEE DETAIL 6 THIS SH�ET � �
<br /> NAILING PER SCHED. j�� �; � �e: ,; FOR BALANCE � ���1� o �
<br /> !.�. �� TO RIM W f EDGE NAILING '�s j� � � � ��� � � � � � TOP PLATE � �`�
<br /> R!M TO TOP PLATE A35 LTP4 �� ', ELSE PROVIDE RIM TO TOP ;�t f� � JOIST NANGER LAP JOIST 4" AND � � �
<br /> � ' ° ;, " USE (3) 8d NAILS SPLICE SEE 5 '� �`�
<br /> PER SHEARWALL SCHED. �y �� PLATE A35/LTP4 PER ��. §' JOISTS AT SOLID BLOCKING THIS SHT. � � : � . . - a �
<br /> �� � `��� ��'� TO BEAM AT NON BEARING WALLS � �, �° �
<br /> - SNEARWALL SCHED.
<br /> �� z ,, yr � o
<br /> Q ,z ; PANEL BLOCKING � ti
<br /> �:s, � �
<br /> \ ' , HEADERS - MAY BE
<br /> _ �; \ � ;� t' � AS REQ.
<br /> .; t \ AT �EARING WALLS ATTACHED TO KWG STUD ����b� ��� ��
<br /> PLYWOQD HEADERS. W/HUC HANGER OR A34/ 6��
<br /> � . t � � °- ;; (� \ y PLYWOOD 16U 0 C TYP '
<br /> F�� � ;; E� _ AT 2 2X8 � 2X4 WALLS A35 CLIP� ,
<br /> �»:_:.�_.__.»�1_:���,__�W.�n�_ __; s_ ------- ----- _ -__�- --�.__-------- ---- WALLS ( )
<br /> _____ FL! j;._a_._ _..y .H_��..4��_r__�_ ___.____. � ;t vi�_.�� 3 2X8 @ 2X6 2 2X4 MIN.
<br /> �t aa ��
<br /> U.N.O. � UNLESS NOTED
<br /> ���,� `;� ,� OTHERWISE PER PLAN o �
<br /> �; �, �z�
<br /> �.� �L �'
<br /> 1 If
<br /> �`; �'� � I� �� BUNDLED � � `� �` �
<br /> JOIST PER PLAN TYP. ��� '�; JOIST PER PLAN TYP. , �., JOIST PER PLAN TYP. JOISTS (2) 16d Q 12" �' H �., z o
<br /> �,, �E �.y . . .. .. _ -_�__f�. �a TYP. � � � °�
<br /> ------_..,__----___�uj.,_.___.._ _.___
<br /> r' , PROVIDE INTERIOR CROSS ;¢; _„ Q � "�
<br /> ifS qTi ' ii': pSi p N .—
<br /> WALL OR BEAM AT 12 O.C. ' {' K I N G S T U D-T Y P. M -�
<br /> :; �;; ,;!
<br /> FACE NAIL W/ d-
<br /> DOUBLE JOIST Mlh�. �� ;f ELSE BLOCKING AT 6' O.C. x_; _� ( � " �
<br /> ����� 'r� i}� �; `� �a
<br /> ��:i � JOIST PER PLAN TYP. E � � JOIST PER JOIST PER 2 16d � 12 O.C. �
<br /> PLAN PLAN TYP. ?
<br /> AT BEARING WALLS AT NON-BEAftING WALLS
<br /> ;S O
<br /> DOUBLE JOIST MIN. `�' Y' JOIST HANGEft 2X B�OCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEATHING AND NAILING PER `�}' �` '%t„ ;;
<br /> ;�� s�? SHEATHING AND NAILING PER `�' 1 � OPENINGS UP TO 5'-0" WIDE �'
<br /> SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. �2� � OP€NINGS 5'-1' & GREATER
<br /> BEAM PER PLAN BEAM PER PLAN � �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND �
<br /> RATING INFORMATION PER RATING fNFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLAI� I (
<br /> �
<br /> SCALE: 3/4" = 1'--0" ARCH. SCALE: 3/4° = 1'-0" ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE ( � o 0
<br /> 6 TYPICA� PARTYWA�� 7 TYPICA� PARTYWA�� AT STEP 8 B�I�T UP BEAM 9 TYP. C0�1�1� TO WOOD BEA(� 10 TYP. HDR. AT STRUCT� WA�� � �
<br /> � ❑ 0 � � �
<br /> _ ,_ _ - -- _ �,
<br /> UPPER WAL�: Q �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS ,-
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS � I----- '- Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALI.S SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148'X3.25" —�-' m v
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS C� 4" O.C. � � �
<br /> STAGGERED (� �
<br /> FLOOR NAILING PER L = HORIZONTAI. RUN F.--- =.�� w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL 2X12 STRINGERS FQR L<84" � � �
<br /> � �
<br /> �, E-
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"<L<14 " ``., °- �
<br /> � �� �� �
<br /> CONT. ftIM JOIST A35 ��"� O z
<br /> 2X BLOCKING TYP. `.� 2 � �
<br /> TOP PLATE TOP PLATE A TOP PLATES
<br /> '�.,..
<br /> BEYOND
<br /> BEAM BEAM
<br /> PER PLAN PER PLAN • —
<br /> � ( � —
<br /> � i WALL STUD
<br /> - - - - - - -- _ - - - - - - - - I 1/�'�MIN.
<br /> - - - - - - - - - - - - - - - -
<br /> ____...._
<br /> _ BLOCK FLOOR
<br /> �LANDING �
<br /> � DIAPHRAGM EDGES I STRINGERS �
<br /> _._ �_ —
<br /> ----- ,����.__.�__ r��w._�.:.�f-�� .���_____�����__.___ f , � � �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 � � �� �
<br /> EACH SIDE OF EACH SIDE OF (2) 8d TQENAILS (2) 8d TOENAILS 2x � �I� � ���f ��� , • � �
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE EACH SIDE PER PLAN , 2X RIM JQIST
<br /> � '� _____-�1��_.. ._I(i.�__ � �' N
<br /> POST PER PLAN (2} STUDS U.N.O. 2x BLOCKING �� - -- --�� �� �,
<br /> ON PLANS P.E.N. PER LOWER WA�L ^ ,
<br /> BEAM/HDR � SIM. — �/ Q,
<br /> INTERIOR � � W _ W�Q-�H �/4" VERIFY � �
<br /> EXTERIOR WA�L AND CEILWG -
<br /> WALL WA�� PER ARCH. LOWER WALL: A (3) STRINGERS FOR W<42"
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCNEDULE (4) STRINGERS FOR 42"<W<48" � Q.1
<br /> TYP. TO P P�A TE TYP. TO P P�A TE SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �i
<br /> SCALE: 3/4" = 1'-0" � �
<br /> 11 SP�ICE AT F�USH BEAM 12 SP�ICE AT DROPPED BEAM 13 BEAN1 TOE�IA �ING 14 CA�1T �EVER F�00� JOIST 15 TYP. STAIR FRAMING AT WA�� • � �
<br /> UPPER WALL: �
<br /> UPPER WALL WALL PLATE NAILING PER BEARING SHEAR WALI.
<br /> WAC�- PLATE NAILING PER BEARING/SHEAR WALL 1 � O
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE �
<br /> NOTE: NO WAI L ABOVE AT SiM. SEE ARCHITECTURAL �I
<br /> FOR ALL FLASHING DETAILS � �
<br /> � FLOOR NAILING PER P.E.N. PER UPPER WALL s� '�' POST - WRAP PER ARCH. � �
<br /> FLOOR NAILING P�R P.E.N. PER UPPER WALL CONTINUOUS STRAP f, ��
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES �+ t�
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL `�=-� � �
<br /> B�AM PER PL.AN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING —i; I � 6X6 POST WITH ABU66 � �
<br /> �"' ii I �� BEAM - ALIGN WITH
<br /> � �. .� � �
<br /> BLOCKING ;; . . '' CENTER OF WOOD POST
<br /> � . .
<br /> _ . BLO K FL OR � '' � � ?� ��a � �
<br /> _____ ��� �
<br /> _
<br /> I � • . � QIAPHRAGM EDGES -- �.,� � �+-'
<br /> � -----__._�_.��___._.�«.�____ _.___.._ ~ .___�__.__________.�._---- ------ —
<br /> � <
<br /> .
<br /> a
<br /> ,
<br /> _ �.__� _ ________ ____ __._.�_. ..�, _w..___ _ .�.��_�__.____.._ G� _
<br /> � T�r"
<br /> ___�.�_ .� __
<br /> �___..__________ .______ __ �.�_�._._,___.�H=________.._w_.__._.�...w._...
<br /> __ _.__ ___. _r ,i
<br /> _._.____�_________._.________.____.__..�__.___ ° ��
<br /> _— _ _.
<br /> I � � .�...�_v .___._.�,� BEAM/HDR @ SIM. i _ __ � � _ �� / �
<br /> 1 �
<br /> _ __� ..�._ -__ _� _.. }�1 �.�
<br /> SIMPSON A35 BLKG. ��( .- �tr='`•�;'� � � �
<br /> JOIST � TO TOP PLATE BEYOND [ �� JOIST � ; � � . � TRIM RE:ARCH.
<br /> r�l 'I;: � � �
<br /> JOIST PER � � SPACING PER � PER PLAN P.E.N. PER LOWER WAL� � ; ;iI li# BEAM TO POST W/ EPG • � �
<br /> PER PLAN PLAN - TYP.
<br /> � SHEARWALL SCHEDULE PANEL SHEATING f NAILING � » i� i; POST CAP
<br /> � � SOFFIT RE: ARCH. 1 I (2) 0.228 DIA. LedgerLok i;I �,� F�I +�
<br /> TO MATCH LOWER WALL , �, ,� +�
<br /> SHEARWALL BEYOND � � : FASTENERS W/ 2" MIN. ;sI Ii� �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. NOTES: ! PENETRATION TO RfM AT ,! � ;� �j.� � �,
<br /> SEE ALSO DETAIL 7 SHEET A9 CANT'L. JOIST LOWER WALL: 24' O.C. STAGGERED uI IEi I �� N
<br /> CEILING PLAN (TYP.) WALL AND CEILING BEARING/SHEAR WALL ` ,�� I;!_ � �T� w
<br /> PER ARCH. PER 13/S1.3 PER ARCN. PER PLAN AND SCHEDULE Fd-�
<br /> 2X LEDGER
<br /> NOTE:
<br /> �edger�ok Fasten�rs 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" JOfST PERRENDICULAR SCALE, 3/4" = 1'-0"
<br /> 16 SNEAR WA�L TO BEAM 17 TYP CA� DRAG STRUT 18 �QW R00� 1 g _ �OAD TRANSFER DETAI� 20 _ TYP. SECT10�1 AT DECK FR�1G. �
<br />
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