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BEARING AND/OR BEARING AND/OR BEARING AND f OR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PI.AN
<br /> � .
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWAL� SCHEDULE �
<br /> 0.148"X3.25" � 6" O.C. MIN. Q.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.
<br /> a ,>
<br /> � 4-0 �
<br /> �
<br /> Ft00R SHEATHING AND NAILING � EDGE NAILING PER SCHE�. FLOQR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAVLING � EDGE NAILING PER SCHED. FLOOR SHEATHING ANQ NAILING I EDGE NAILWG PER SCHED. (20) 12d �
<br /> PER STRUCTURAI NOTES S1.0 I I �� PER STRUCTURAL NOTES S1.0 I �
<br /> PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0
<br /> RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM jBLOCKING TO TOP � RIM/BLOCKING TO TOP z �
<br /> � PLATE PER SHEARWALL f PLATE PER SHEARWALL ,� PLATE PER SHEARWALL PLATE PER SHEARWALL - � r..,
<br /> �; SCNEDULE - PROVIDE E SCNEDULE - PROVIDE I' SCNEDULE - PROVIDE SCHEDULE PROVIDE �
<br /> ,� : ». . „ ; ,� „ ,,. „ „. . „ - - .�_. �-- - - '`�" -
<br /> _.,�..<---�.��-__� �_�-�._...-_ � ,-�_ .._.. ,.�_.._._t �--5----�
<br /> 0.148 X3.25 C� 6 O.C. MIN. 0.148 X3.25 @ 6 4.C. MIN. 0.148 X3.25 Q 6 O.C. MIN. A 0.148"X3.25" @ 6" O.C. M(N. ��`� � � �� n, r-�
<br /> h R , ` t � "''....,. �.` w
<br /> 'it � i,` i; � s � ` �`� Q {i . .
<br /> - �; � �'� ; � � � � i � � � r� O
<br /> 1 � � � � �
<br /> , , „ ; 1 �
<br /> ,.�_._=----- .�._. _m �_ _. ... �. (� . m
<br /> _.�_...__, _..�__._�-- _-- --- .w. �: ��_._...�..._ � i TOP PLA �� � �
<br /> _._.._..._ �__�_�_�:._.._ ____.M.��� - --�:-M_____�=__-_-___ _
<br /> �____________�______ ._ �. �_�-_.�--�.-�---
<br /> .
<br /> _
<br /> -- — _ �
<br /> � � � � � � �— �E � � � .
<br /> , � � �
<br /> � EDGE NAILING PER SCHED. { EDGE NAILING PER SCHED. � EDGE NAfLING PER SCHED. I EDGE NAILING PER SCHED. � �
<br /> � FRAMING PER PLAN � � � T'
<br /> BEARING AND/QR � BEARING ANQ/OR � SEARING 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 /> i j �� � � � �
<br /> ADD RIM JOIST/BLKG. � NOTES: ADD RfM JOIST/BLKG. f NOTES: AQD RIM JOIST/BLKG, � NQTES: - o �
<br /> A S R E Q U I R E D B Y '� 1. S E C U R E J O I S T T O W A L L � A S R E Q U I R E D B Y � 1. S E C U R E J O I S T T O W A L L A S R E Q U I R E D B Y � 1. S E C U R E J O I S T T O W A L L � c� �'-
<br /> .-�
<br /> SHEAftWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST � SHEARWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, SHEARWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, - � � �,
<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 SPLICE & NAIL TOP PLATES � � � �
<br /> 2. SECURE RIM JOIST TO AS SHOWN C�7 ALL EXTERIOR, o co
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERFENDICULAR JOIST WITN Q.131"X2.5 � co a
<br /> NAIL TOP AND BOTTOM. PLUMBING, PARTY & SHEAR
<br /> NAIL TOP AND BOTTOM. AND AT ROOF.
<br /> SCALE: 3/�" = 1'-0" SCALE:�4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3,/4" = 1'-Q" �
<br /> " ���;
<br /> 1 EXTER OR WA�I� TO FRA(� f�G 2 NTER OR WA�� TO FRA�11(�G 3 �ITE�IOR WA�L TO FRANIING 4 EXTER OR WALL TO FRAf�1�1G TOP P�.ATE SP�ICE � } �-- `
<br /> � 0 0 ❑
<br /> �
<br /> � <; ��;; � . �� ;
<br /> — l �$ Y�k:b ':
<br /> JOISTS PERPENDICULAR J�ISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARA�LEL
<br /> PI�ATE NAILING PER , ' ` `�
<br /> PLATE NAILING PER SNEARWALL SGHED. TYP.
<br /> _<.�,, � .�,:;..,u' �..: .. .. :,....,:
<br /> SHEARWALL SCHEp. TYP. ,.,. . SHEARWALL SHEATHING & _� � �
<br /> E;+ ,a t� �,� � NOTE: � � ' - ---
<br /> SHEARWALL SHEATHING & �i j NAILING PER SCH�D. �� ;; _ � .
<br /> SEE DETAIL 6 THIS SHEET S �� \
<br /> '" '� CONTWUE WALL SHEATHING " � �,��
<br /> NAI�ING PER SCHED. ;; ;� ;; ,i FOR BALANC� � Q
<br /> !1. 3; TO RIM W/ EDGE NAILING F; .# LAP JOIST 4" AND TOP PLATE ,� f��
<br /> t � �� ;€ JOIST HANGER � � W
<br /> RIM TO TOP PLATE A35/LTP4 =� , ELSE PROVIDE RIM TO TOP ;� SP�ICE SEE 5
<br /> ��
<br /> USE (3} 8d NAILS THIS SHT. � � � � , �� � �
<br /> , PER SHEARWALL SCHED. ;; _� PLATE A35/LTP4 PER �� j.� JOISTS - -
<br /> ry y} SNEARWALL SCHED. „ x` T�T�SOAI�D BLOCKING AT NON BEARING WALLS � �, o
<br /> ' ' ' z ° N� PANEL BLOCKING HEADERS - MAY BE �� , �'�
<br /> 6.� _J �y�, :P:1.
<br /> ;;' � � �s ��� � AS REQ. AT BEARWG WALLS ATTACHED TO KING $TUD �� `�6 �� °>
<br /> � `'' � NEADERS: W/HUC HANGER OR A34/ `����
<br /> , J ,t� � � � ;.�. h' � � PLYWOOD PLYWOOD STU6S AT
<br /> `� °� �} ` 16" O.C. TYP. 2 2X8 @ 2X4 WALLS A35 CLIP:
<br /> _ _.._------�--- •---�-:..,._.
<br /> �._�__�_,.._�w_�,�_w�_�r___ ___�___ _.�y_.._,_._f_,___.�--_��________ -
<br /> �__.t�_.,.__ _�_.�„ ��:_�__ . . � � YV ;i�-;-_-�-__.__u_T__:�..���_�,����__ ____d__:: �3� 2X8 � 2X6 WAL�S (2) 2X4 MIN.
<br /> U.N.O.
<br /> ;` '; "' i� J UNLESS NQTED �
<br /> „ � ;�;; OTHERWISE PER PLAN r o �
<br /> `ii �� $; BUNDLED - ;=1 CO z �
<br /> JOIST PEft PLAN TYP. ��.+ ; JOIST PER PLAN TYP. � ;; JOIST PER PLAN TYP. JOISTS (2) 16d � 12" j � -j � c `� o
<br /> ;;, c � ...____. _.----. __.,�_.�..,____� ___.._ ;� ¢ �`- o� '
<br /> ss J� . --� �t;; x� TYP. ( ( G � � N
<br /> ��= PROVIDE INTERIOR CROSS �� #�
<br /> °�, t,�, � ��, KING STUD-TYP. � �
<br /> t' ;; WALL OR BEAM AT 12' O.C. "�, �; FACE NAIL W/ � � �
<br /> .�� 7'.p:� 1 ;.F. li? � .
<br /> , DOUBLE JOIST MIN. I�P �, ELSE BLOCKING AT 6 O.C. Fki �; JOIST PER JOIST PER (2) 16d � 12" O.C. � � �
<br /> '^� O
<br /> ='7 '>; JOIST PER PLAN TYP. s�= ,i PLAN PLAN TYP. p
<br /> ?r;i 43 DOUBLE JOfST MIN. E�' ��s AT BEARING WALLS AT NON-BEARING WALLS '� �
<br /> SHEATHING AND NAILING PER ;W;;; �.i SHEATNING AND NAILfNG PER �� " JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1} TRIMMER STUQ
<br /> SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. ' �
<br /> BEAM PER PLAN BEAM PER PLAN �2� p OPEN NGS 5P 1'�& GREAT R
<br /> " NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND \
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLAN �
<br /> �
<br /> 0
<br /> SCALE; 3/4" = 1'-0" ARCH. SCAL.E: 3/4" = 1'-0" ARCH. SCALE: 3/4„ = 1' p" SCALE: NONE � � O
<br /> 6 TYPICA� PARTYWA�� 7 TYPICA� PARTYWA�� AT STEP 8 B�I�T �JP BEAM g TYP. C0�1N. TO WOOD BEANI 10 TYP. HDR. AT STRUCT. WA�� > � .
<br /> ❑ � �� � ❑ �
<br /> w
<br /> _ UPPER WALL Q �
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING SHEAR WALL NOTE: SEE ARCH. FOR STAIR DIMENSIONS �
<br /> � AND BLOCKING REQUIREMENTS � �------�
<br /> � ON PLANS, BEAMS BEARING ON STUD WALLS SCNED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.14$'X3.25" m v
<br /> . S�TAGGE ED ��� `�'
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS
<br /> FLOOR NAILING PER L = HORIZONTAL RUN '�..-�--:-�--� � w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL > > � �
<br /> 2X12 STRINGERS FOR L<84' �,,` �! � E-
<br /> MST37 STRAP _ ! 1.75X14 LVL STRINGERS FOR 84"<L<14 ° ``��,� �� n- �
<br /> CONT. RIM JOIST — A35 �`- o i 2
<br /> 2X BLOCKING TYP. `�, z w
<br /> TOP PLATE TOP PLATE A TOP PLATES `'��
<br /> BEYOND
<br /> BEAM BEAM _
<br /> PER PLAN PER PLAN — ' •
<br /> — �
<br /> —_ ��
<br /> _ _ _ _ _ _ ,_ _ _ _ _ - - _ _ WALL STUD
<br /> � _ � _ _ _ � _ �. _ _ _ I 1/ ' MIN.
<br /> � �
<br /> BLOCK FLOOR LANDfNG �
<br /> _______ ,
<br /> _-. �. ' -� DIAPHRAGM EDGES STRINGERS �
<br /> ._
<br /> _�__ _-�.�_;-��---� �-__ -_.�_�_�_--�-�_-_�_�. � � � � �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4
<br /> EAGH SIDE OF �ACH SIDE OF 2 8d TOENAILS �� �
<br /> BEAM BEAM BEAM PER PLAN � � (2) 8d TOENAILS 2x { �I� Q
<br /> EACH SIDE EACH SIDE PER PLAN 2X RiM JOIST Illl Illl • t"�'�
<br /> a �p _____ II1Y .��_______ � �}
<br /> (2) STUDS U.N.O. 2x BLOCKING P.E.N. PER LOWER WALL � � ��
<br /> POST PER PLAN ON PLANS � BEAM/HDR � SIM. — �����v�f � `� � N _
<br /> EXTERIOR INTERIOR WALI. AND CEILING - I I � W = WIDTH �/4" VERIFY � �
<br /> WALL WALL PER ARCN. LOWER WAI.�: A (3) STRINGERS FOR W<42"
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" � N
<br /> � TYP. TO P P�A TE TYP. TQ P ��A T� SCALE. 3�4" - 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �i
<br /> SCALE; 3/4" = 1'-0" � �
<br /> 11 SPLICE AT F USN BEA�1 12 SP CE AT DROPPED BEA�I 13 BEAN1 TOE�IAI�E�lG 14 CA�1T E�ER F�OOR JOIST 15 TYP. STAIR FRA�11�1G AT WA�I� • � �
<br /> , UPPER WALL: � �
<br /> UPPER WALL:
<br /> WALL PLATE NAILING PER BEARWG/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL �
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE t�' �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL P1
<br /> FOR ALL F�ASHfNG DETAILS � � ,
<br /> FLOOR NAIIING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL ;�=r� �� POST - wRAP PER ARCH. �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURA� NOTES �j. ° c ' �
<br /> ` 2X4 RAFTER EA. JOIST P.E.N. PER LQWER WALL '��-�' P1 �
<br /> � BEAM PER PLAN 1 3 f 4" PSL BLOCKING 6X6 POST WITH ABU66 �
<br /> E DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING _ ` Q
<br /> �, .f
<br /> Pt �;i
<br /> BLOCKING i � if�•, . ;{ BEAM - ALIGN WITH � � �
<br /> � CENTER OF WOOD POST
<br /> � . . �: � � Q
<br /> BLO K FL OR E� � �
<br /> ` A.� �
<br /> � ----_ � • DIAPNRAGM EDGES -- � �
<br /> � � - -
<br /> .�_ � __ ._ _�___� _�..� � - ._._.._...__._.._--------___.__.._�__._-- .._ G� -- - .
<br /> ,
<br /> --------- --_.._.�____�___�_._--____�_.._,_.. .M....__.. _�_�.�_�____�_.__.�_.
<br /> ._._
<br /> __�_____�_________._.��.�_-________�_, � _
<br /> .
<br /> � a
<br /> .
<br /> �a- .- � .-- , ;a
<br /> _�W�_�.�_____�...__.--_�_..._ _.__ _ -- ._ �... . � � , P—�
<br /> I � ._ __ , � ;�-_— .____=�=-�,� BEAM/HDR t� SIM. � � � __ _- -- -- �._ s�,� � �T,� �
<br /> l SIMPSON A35 BLKG. � —��, ; � ���- *� � , w C�3
<br /> JOIST JOIST PER � TO TOP PLATE BEYOND f � ;,C °I;i
<br /> � /\ JOIST
<br /> PER PLAN PLAN - TYP. SPACING PER � PER PLAN �: • TRIM RE.ARCH. � �
<br /> P.E.N. RER LOWER WALL �y �
<br /> SNEARWALL SCHEDULE i PANEL SHEATING/NAILING � ± iiI Ii; BEAM TO POST Wf EPC • �
<br /> � » �� �i POST CAP ^
<br /> SOFFIT RE: ARCH. �� (2) 0.228 DIA. LedgerLok s�J ��� h--�-� �
<br /> � � � �� � � SHEARWALL BEYOND � TO M,ATCH L4WER WALL � FASTENERS W� 2 MIN. ��f I ��� � � � _
<br /> HOLQOWN STRAP PER SHEAR WALL SCHEQ. NOTES: -� > ; PENETRATION TO RIM AT ��I (�, �� �
<br /> SEE ALSO DETAIL 7 SHEET A9 CANT L. JOIST LOWER WALL 24' O.C. STAGGERED tG as
<br /> WALL AND CEILING � �� ;� � �T� �
<br /> CEILING PLAN (TYP.) BEARING/SHEAR WALL
<br /> PER ARCH. PER 13/S1.3 PER ARCH.
<br /> PER PLAN AND SCHEDULE F'"'�
<br /> 2X LEDGER
<br /> NOTE:
<br /> Ledgerl.ok Fasteners shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-Q" SCALE: 3�4" = 1'-0° JOIST PERPENDICULRR SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SNEAR WAL� TO BEAM 17 TYP CA� DRA� STRUT 18 �OW ROQF � g �OAD TRA�ISFER DETA � 20 TYP. SECTI0�1 AT DECI� FR�1G. �
<br />
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