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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 /> PLATE NAII.ING PER PLATE NAILING PER PI�ATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE SNEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" � 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" � 6" O.C. MIN. 4'-0" �;
<br /> ; ' � �
<br /> FLOOR SHEATHING AND NAILiNG y EDGE NAI�ING PER SCHED. FLOOR SHEATHING AND NAILING ► EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SNEATHING AND NAILING � EDGE NAILING PER SCHED. (20) 12d
<br /> PER STRUCTURAL NOTES S1.Q 1 PER STRUCTURAL NOTES 51.0 ` PER $TRUCTURAL NOTES S1.0 '� PER STRUGTURAL NOTES S1.0 �
<br /> � RIM/BLOCKING TO TOP f RIM/BLOCKIN� TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP z � '
<br /> �� PLATE PER SNEARWALL � PLATE PER SHEARWA�L �� PLATE PEft SNEARWALL PLATE PER SHEARWALL a� �-.,
<br /> F� _ , - , SCHEDULE PRQVIDE � SCHEDEILE - PROVIDE „_ __ _ � � _ - � �
<br /> � �V� SCHEDULE PROVIDE , SCHEDULE PROVIDE ,� , I
<br /> . . . . . . . . . n . n. . �� . . . . .. " a� ii n � . �-..� . .. '�._:a��'rt'"=..�'.,. .�4t'S=��� �..i
<br /> ^ 0.148 X3.25 @ 6 O.C. MIN.. 0.148"X3.25" @ 6" O.C. MIN. . . I 0.148"X3.25' @ 6" O.C. MIN.. . . � 0.148 X3.25 � 6 O.G. MIN. ��-� �X._�}_.��.�� \�r����-�-�.- - �, m
<br /> ;; ,;, i`; � �j \ � � �� ��� o .�
<br /> ,i _ i; � � � \ � cr, O
<br /> � ;; �j i ;�',� �I � �� _�_� TOP PLA� , � � � •
<br /> �
<br /> " � � �=-_�—__..=��__-__��=..�..__ _ ,__ _ ..� _ �
<br /> _� _.._� ._.._._ _ � .�. _�. �._ � �� � �
<br /> _�__ �__..__�___-______ � . � - - � ----- `°
<br /> ,_._�`:_�_.�.____.______� �.__._�__ ...._ ,�.______.___.__,_ . .._. ___.__�._
<br /> ________ __ _------___�. �___--- �._._ _______� ____.____._ ______..________ -_ - �s � _ �
<br /> i �' � � � �- �
<br /> 1� � �n
<br /> EDGE NAILWG PER SCHED. EDGE NAILING PER SCHED. j� —EDGE NAILING PER SCHEQ. � EDGE NAILING PER SCHED. � �
<br /> FRAMING PER PLAN ;r � ;t � '� �
<br /> �� SEARING AND/OR � BEARING AND/OR {� BEARING AND/OR BEARING AND/OR � �
<br /> BLOCKING AT 48" O.C. � SHEARWALL PER PLAN FRAMING PER PLAN � SNEARWALL PER PLAN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN S7UDS W � ^
<br /> e f
<br /> ADQ RIM JOIST/BLKG. I NOTES: � ADD RIM JOIST/BLKG. #� NOTES: ADD RIM JOIST/BI.KG. � NOTES: � � �
<br /> AS REQUIRED BY j� 1. SECURE JOIST TO WALL � AS REQUIRED BY �� 1. SECURE JO1ST TO WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL � � �
<br /> SHEARWALL SCHEDULE WITH 0.131"X2.5 EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE WITN Q.131'X2.5 EA. SIQE, SHEARWALL SCNEDULE WITH 0.131'X2.5' EA. SIDE, � a� �,
<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 �� ASL�SHOWNNQI ALL�EXTERIOR, � Q co
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR 2. SECURE RIM JOfST T0
<br /> PERPENDICULAR JOIST WITH 0.131 X2.5
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BQTTOM. A DMAT ROOFRTY & SHEAR
<br /> � o
<br /> (� �--� c�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-p" SCALE; 3 f 4" = 1°-0° SCALE: 3�4" = 1'-0" SCALE: 3�4" = 1'-0" : ,��� y
<br /> �� TO �RANi �1G 2 NTER OR WA�� TO FRAMI�IG 3 If�TERIOR WA��. TO FRA�I�1G 4 EXTERIOR WA�� TO FRANI �1G 5 TOP P�ATE SP�ICE = � t,: �-- � h
<br /> 1 EXTERIOR WA �� ❑
<br /> � ❑
<br /> � :
<br /> . �
<br /> , �
<br /> _ _ � ;� .
<br /> �
<br /> JOISTS PERPENDICU�AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL
<br /> � � :;
<br /> PLATE NAILING PER
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. V �
<br /> 1 �.
<br /> SHEARWALL SCHED. TYP. k. r, SHEARWALL SNEATHING & ,�
<br /> �: ' NOTE: `R
<br /> �f� �.� NAILING PER SCHED. f�� ;� � �� � � � �
<br /> � SHEARWALL SNEATHING & j; �� ,� „ SEE D�TAIL 6 THIS SHEET � ��� �
<br /> NAILING PER SCHED. �; a; ;�: ; t7 0
<br /> CONTINUE WALL SHEAT I ` FOR BALANCE
<br /> �1 �:; TO RIM W/ EDGE NAILWG �t =.� LAP JOIST 4" AND TOP PLATE ti ���'G��
<br /> RfM TO TOP PLATE A35/LTP4 �'_,. . ELSE PROVIDE RIM TO TOP r; ;! JOIST HANGER USE (3) 8d NAILS SPLICE SEE 5 � '"�
<br /> PER SHEARWALL SCHED. `E " PLATE A35 LTP4 PER ,�: �� JOISTS AT SOLID BLOCKING THI$ SHT, � � ; a �
<br /> i�' {"; � �; E F ' ��
<br /> , y; SHEARWALL SCHED. ;;. Y; TO BEAM �` o � o
<br /> . z � PANEL BLOCKlNG AT NON BEARING WALLS �
<br /> � _: � � ;�' 1 r;i \ AT BEARING WA�LS HEADERS - MAY BE � ��
<br /> ¢ � AS REQ. ATTACHED TO KING STUQ ��`�`�� , ��
<br /> � �t t�::
<br /> � � HEADERS: W/HUC HANGER OR A34/ `��,�
<br /> ; ;
<br /> � ;� ,; � PLYWOQD PLYWOOD 1TUDS AT
<br /> ` {;� � \ � u # � 3� 2X8 @ 2X6 WALLS A252X4PMIN.
<br /> ` � - - . . .
<br /> ��
<br /> ..._�___.�a..•.e.::....� .. -.. �. . ^ � 44 . . .
<br /> �»___��.:,�_..._�:- .t— -'______.___„._S�.T=:��.c_., :.,._=__�__-..'-_"_:___..._.... W t3 `L
<br /> _ � _
<br /> r_���______�.m�__. �;, F; f � :f $� �._���k�� -�m, U.N.O.
<br /> _._ .___ .�------_ __�. _ C )
<br /> � , �„ , � UNLESS NOTED �
<br /> '-; �_ ;; OTHERWISE PER PLAN �" o
<br /> 9� ivS
<br /> *` � BUNDLED „ � \ z �
<br /> �'= JOfSTS (2) 16d @ 12
<br /> � ��
<br /> JOIST PER PLAN TYP. `Q� �� JOIST PER PLAN TYP. � �;, JOIST PER PLAN TYP.
<br /> „ > t;, ¢ �, � �
<br /> t� "�� �.._�:__>� _____._ __ _ __ __.�� �,, - ,�� TYP. � Q � N
<br /> r ; �t PROVIDE INTERIOR CROSS rj,; �:=j KING STUD-TYP. "� '-n
<br /> ���' �� WALL OR B�AM AT 12' O.C. ��� � ��; FACE NAIL W� � � �� � �
<br /> tt ft f C.:
<br /> DOUBLE JOIST MIN. s�t �s ELS� BLOCKING AT 6' O.C. �A? �2 JOIST PER JOIST PER (2) 16d � 12" O.C. � �
<br /> ,;.; �_. JO1ST PER PLAN TYP. ��� �E PLAN PLAN TYP. � p
<br /> !;�3 "; DOUBLE JOIST MIN. ��x ,�; AT BEARING WALLS AT NON-BEARING WALLS w ~�
<br /> SHEATHING AND NAILING PER "�� '.' SHEATHING AND NAILING PER {'# �� JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> �.�a ; t.;.� :_�
<br /> SHEARWALL SCNED. TYP. SHEARWALL SCHED. TYP. 1) C� OPENINGS UP TO 5'-0" WIDE
<br /> BEAM PER PLAN BEAM PER PLAN � t� �
<br /> 2} � OPENINGS 5-1 & GREATER
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND UNLESS NOT�D OTHERWISE PER PLAN �
<br /> RATWG INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM
<br /> 0
<br /> SCALE: 3/4° = 1'_0" ARCH. SCALE: 3 j4" = 1'-0'> ARCH. _ SCALE: 3/4" = 1'-0" SCALE: NONE � � �
<br /> 6 TYPICA� PARTYWA�� 7 TYPICA� PARTYWA�� AT STEP 8 B�I�T UP BE�i� g0 TYP� CO�1N. TQ WOOD BEAM 10 TYP. HDR. AT STRUCT. WA�� ~ �'
<br /> 0
<br /> o a �
<br /> _ �
<br />� . . . .. . . .. . . .—� . . . . . . . . . __ . . . .. .. .. . . . . . .. . . . . .. . . . . .. . . .. . --. . . . . . . . . . . . J �
<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR DIMENSIONS � ~
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAfLING PER BEARING/SHEAR WAL� � �= Q
<br /> ON PLANS, sEAMS BEARING ON STUD WALLS AND BLOCKING REQUIREMENTS 0.148'X3.25"
<br /> SCHFD, FOR UPPER WAI L PER PLAN AND SCHEDULE � 4" O,C. �-��{ � v
<br /> SHALL BE ANCHOftED W/(4) 8d TOENAILS STAGGERED �I "'
<br /> FLOOR NAILING PER L = HORIZONTAL RUN ' - -� '= w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL » ��j i � �
<br /> MST37 STRAP 2X12 STRINGERS FOR L<84
<br /> 1.75X14 LVL STRINGERS FOR 84"<�<14 ° �� °-
<br /> �
<br /> CONT: RIM JOIST — _ - - A35 j��``.= O � �
<br /> 2X BLOCKING TYP. 2
<br /> TOP PLATE A TOP PLATES 4����.,,
<br /> TOP PLATE BEYOND �
<br /> � BEAM BEAM
<br /> PER PLAN PER PLAN � T � � � � '
<br /> I i WALL STUD
<br /> - - - - _ _ - - - - - - - - - - 1/�'�MIN.
<br /> - - - - - - - - - - _ _ - - - -
<br /> _ � BLOCK FLOQR �«ANDING �
<br /> - DIAPNRAGM EDGES STRINGERS �
<br /> w r--
<br /> n_���._�_�_���--��=-�:�,�.---� �-__�___��-=--_�_�_-�
<br /> � ' _____ �- -� v.� �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 r�� �
<br /> EACH SIDE OF EACH SIDE OF (2} 8d TOENAILS (2) 8d TOENAILS 2x � ��� 2X RIM JOIST �� I�I) II/I }� • � Q
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE EACN SIDE PER PLAN � �� IIII IIII i � �
<br /> AN ON} P ANS U.N.O. 2x BLOCKING � ��--LL-���������� `� �
<br /> POST PER PL � P.E.N. PER LOWER WALL �
<br /> BEAM/HDR � SIM. � �
<br /> EXTERIQR INTERIOR WALL AND CEILING � W = WIDTH �/4" VERIFY �
<br /> WALL WALL PER ARCH. LOWER WALL: q (3) STRINGERS FOR W<42" �
<br /> BEARING/SHEAR WALL (4) STRINGERS FOR 42"<W<48" �
<br /> PER PLAN AND SCHEDULE y,(� �
<br /> TYP. TQ P P LA TE TYP� TLJ P P�A TE SCALE: 3�4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �J��
<br /> SCALE: 3/4" = 1'-0" � Q
<br /> 11 SP�ICE AT F�USH BEA�1 12 SP�ICE AT DROPPED BEANI 13 BEAN1 TOE�1A � NG 14 CANT �E�ER F�OOR JOIST 15 TYP. STA R FRAN11�1G AT WA�� • � �
<br /> 0 �
<br /> 0 _
<br /> UPPER WAIL• UPPER WALL• �
<br /> WA�L PLATE NAILING PER BEARING/SNEAR WALL WALL PLATE NAILING PER BEARING jSHEAR WALL � Q
<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 �1
<br /> _ _ 1 FOR ALL FLASHWG DETAILS r T , �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP ; �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL ;��' �� POST - WRAP PER ARCH. �"""� � �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES �� °
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL ��I-'' �I �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKI�IG DIAPHRAGM NAILING _ 6X6 POST WITH ABU66 � �
<br /> � � —ii� �� BEAM - ALIGN WITH �
<br /> ` BLOCKING � `- . . ;; . • „ . CENTER OF WOOD POST � � �
<br /> � . '� u� u
<br /> ��. • DI PHRAGMLEDGES — — ;�.f � O
<br /> ( � , � _ �.,, bJJ
<br /> � �'� �
<br /> � -- ;
<br /> _ _____�_.__.._____.______ _,._._____�_..______----.._ ;,
<br /> --�.__�___.�_�.�_�.�_.._R.._�._�_._____....__�..__w____.__.__.___�_
<br /> � _ -- --- --._ ._ :_ �. .
<br /> I -� _�___. , ^
<br /> _ _ __ _�_ __ _ ,,, i ,a
<br /> �._-� d�-�=.��..��.__�.-��-_ __.-�_-�-�. -.�
<br /> � �;, �;
<br /> �
<br /> _ w�..��-__�:_ �
<br /> ,, _._.____� .,,___._�_T
<br /> � i BEAM/HDR � SIM. + � l��a.- •,� � �
<br /> SIMPSON A35 B�KG. : /\ , JOIST � /\ � r� , \':� TRIM RE:ARCH. � �
<br /> JOIST JOIST PER � TO TOP PLATE BEYOND � P.E.N. PER LOWER WALL �` � ��� I{' � �
<br /> PER PLAN PLAN - TYP. �� SPACING PER � �
<br /> PER PLAN i
<br /> BEAM TO POST W/ EPC ' � � �
<br /> SHEARWALL SCHEDULE � PANEL SHEATING�NAILING � » �i� I�i POST CAP
<br /> � � (2) 0.228 DIA. Ledger�Qk j;) ��; � E--I �;
<br /> � SQFFIT RE: ARCH. TO MATCH LOWER WALL ' ^ ,;
<br /> � SHEARWALL BEYOND NOTES: — � PENETRATION/TO RIM AT �� �, �
<br /> E�I � I.� �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT'L. JQIST LOWER WA�L: 24 Q.G. STAGGERED fi� ��! �� 4�
<br /> CEILING PLAN � � SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING � i ��I I`;�T �
<br /> TYP. BEARING SHEAR WALL � �T� w
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE E���{
<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'f4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4° = 1'-0"
<br /> � 17 TYPIC�� DRAG STRUT 18 �OW ROOF 1 g �QAD TRANSFER DETAI� 20 TYP. SECTI0�1 AT DECK FRMG. �
<br /> 16 SNEAR WAL TQ BEAM C� 0
<br /> � 0
<br /> 0 �
<br />
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